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Wells �i 18 SIAA SINGLE 50520 0.920 VLX.I-T4A-192LC-7-SK-UNV 421 E3 u❑---� 11 TL4A ROTATED OPTICS 50520 0.920 VLX-1-T4A-192LC-7-6K UNV 421 8.71 28 DL5 2 Q 180 DEGREES 48993 0.920 VLX-1-T5.192LC-7-6K-UNV 421 2.96 11 WM4 WALL 7845 0.920 DSXW2 LED 20C 1000 50K T4M MVOLT 73 Calculation Summary GENERAL PLAN NOTES: • POLE MH: 22'-0" (20'-0" POLE, 2'-0" BASE) • BUILDING MH: 15'-0" • POINTS CALCULATED AT: GRADE • LIGHT LOSS FACTOR: AS NOTED Date 1/26/2018 Drawing # LS -18 -1003 -SITE Scale viewportScale Label CalcType Unbs Avg Max Min AvWW Ma81b1 CalcPle 1 Illuminance Fe 10.Q; 90.3 0.0 NA NA CIRCULATION Illuminance Fe 23.91 082 11.6 2.06 8.71 FRONT ROW Illuminance Fe 81.41 90.3 30.3 2.03 2.96 INTERIOR AND CUSTOMER PARKING Illuminance Fe 11.78 22.4 1.8 7.84 14.93 PAVED AREAS Illuminance Fe 1&76 90.3 0.9 88.87. 301.00 I General Notes GENERAL PLAN NOTES: • POLE MH: 22'-0" (20'-0" POLE, 2'-0" BASE) • BUILDING MH: 15'-0" • POINTS CALCULATED AT: GRADE • LIGHT LOSS FACTOR: AS NOTED Date 1/26/2018 Drawing # LS -18 -1003 -SITE Scale viewportScale No. Revision/Issue Date Firm Name and Address Project Name and Address TOM WOOD JAGUAR LAND ROVER VOLVO Drawn By KLS Sheet El O 1 Date 1/26/2018 Drawing # LS -18 -1003 -SITE Scale viewportScale }1'" Xw&_ „ ST (EXIST.) Q� 128'-0" _ T/PRECAST (EXIST.) — 126'-4" T/YOLVO GLASS FACADE a% 100'-0" `v FINISH 1st FLOOR �126�'-4" _ TJJLR ACM FACADE 124'-0' _ _ T/PRECAST (EXIST.) --------------------- 120'-0' „ ---------------- T/ PRECAST EXIST. ( ) 113'-2 1/2" T/JLR SHOWROOM WINDOWS ... .. ......._. _ 128'-0' -- T/PRECAST (EXIST.) -------------------- — 124'-0" T/PRECAST (EXIST.) 12�0'-0"� . �':. , T/PRECAST (EXIT.) „ NORTH ELEVATION Q,28�-0" _ �) TJPRECAST (EXIST.) I I i 126'-4" T/JLR ACM FACADE 2 1/2' T/lR SIi0N1t00M WINDOWS FINISH 1st FLOOR LAND ROVER S EAST ELEVATION HOWROOM JL:ALL: )/ JL = I —U 128-0" T/PRECAST (EXIST.) I I i WEST ELEVATION (RIGHT SIDE i i ENE Nil------------------- ------------- - - - - ----------------------------- --- ,- - NONE NONE 0,000 I � I � � � I I III .■■.®....�...■'®�� � II I 1` � � 126'-4" T/JLR ACM FACADE 2 1/2' T/lR SIi0N1t00M WINDOWS FINISH 1st FLOOR LAND ROVER S EAST ELEVATION HOWROOM JL:ALL: )/ JL = I —U 128-0" T/PRECAST (EXIST.) I I i WEST ELEVATION (RIGHT SIDE VOLVO WEST ELEVATION S EAST ELEVATION SCALE: 3/32"=1 '- T/VOLVO CLASS FACADE �' _ _ 1�00'—D' FINISH 1st FLOOR V HOWROOM _ 100'�-0' FINISH_ 1st FLOOR `V 126'4" (u T/JLR ACM FACADE 113'-2 1�/2� T/JLR SHOWROOM WINDOWS `+•' FINISH 1st FLOOR T/PRECAST _ _ _ 128'-0' i T/PRECAST (EX -------------- -------------- r _ 126'-4" — — — — J T/V0LVO OLASS FACADE _ 124'-0' -----------------------T/_PRECAST (EX 120'-0' T%PREC_T (URST—) ...... 777 ..... SOUTH ELEVATION FRONT SCALE: 3/32"=l'- - 32 =1 - I i ENE VOLVO WEST ELEVATION S EAST ELEVATION SCALE: 3/32"=1 '- T/VOLVO CLASS FACADE �' _ _ 1�00'—D' FINISH 1st FLOOR V HOWROOM _ 100'�-0' FINISH_ 1st FLOOR `V 126'4" (u T/JLR ACM FACADE 113'-2 1�/2� T/JLR SHOWROOM WINDOWS `+•' FINISH 1st FLOOR T/PRECAST _ _ _ 128'-0' i T/PRECAST (EX -------------- -------------- r _ 126'-4" — — — — J T/V0LVO OLASS FACADE _ 124'-0' -----------------------T/_PRECAST (EX 120'-0' T%PREC_T (URST—) ...... 777 ..... SOUTH ELEVATION FRONT SCALE: 3/32"=l'- - 32 =1 - I 7D 7C r N 7C M a 126'-4" T/JLR ACM FACADE...................... ... I .. . ..... 11 .. .... I ..... ........ 113'-2 1/2" Tom' /LR SfI0WR00M WINDOWS MP -1 _100 -0" _ FINISH 1st FLOOR MI P-11 PFI G- 1 1 CW -2 I PFG -1 I MP -2 LAND ROVER SHOWROOM EAST ELEVATION SCALE: 1 8 =1 -0 NMIvzo DESIGN GUIDE Iran lOJ INTERNALLY ILLUMINATED DEALER NAME SIGN, SIZED P 11 FA & LOCATED PER VOLVO RETAIL EXPERIENCE DESIGN RAO ul loo oo�pooio o ivi 126-4" T/VOLVO GLASS FACADE _ 100'-0" FINISH 1st FLO GI L-1 VOLVO SHOWROOM WEST ELEVATION SCALE: 1 8' =1 -0' SOUTH ELEVATION EAST END SCALE: 178 =1 - EXTERIOR FINISHES GENERAL NOTES:��$g ��N�o�omo�W�j MP -1 ALUMINUM COMPOSITE METAL PANELS (JL.R) GI. SEE WALL SECTIONS FOR ADDITIONAL INFORMATION $ o�� = o of MANUFACTURER: ALUCOIL (LARSON) :3 � � a't ffi COLOR: PRISMA JLR SUNSHINE GREY METALLIC G2. PAINT &MATERIAL COLORS TO � SELECTED PER '"� a=Q �� CONTACT: SAMUEL CHASTAIN, (803) 460-6889 REQUIREMENTS OF THE JAGUAR LAND ROVER RETAIL $8 MP -2 ALUMINUM COMPOSITE METAL PANELS JLR CORPORATE IDENTITY MANUAL, AND THE VOLVO RETAIL -91"o g$�s = C EXPERIENCE GUIDELINES MANUAL z ao"mFS =t MANUFACTURER: ALUCOIL (CARSON) hig hgH 1N COLOR: PRISMA JLR CHAMPAGNE METALLIC G3. ALL MATERIALS, FINISHES, ATTACHMENTS, ETC. MUST BE TESTED & APPROVED TO MEET ALL REQUIREMENTS OF THE ACM -1 ALUMINUM COMPOSITE METAL PANELS (VOLVO) STATE OF INDIANA & LOCAL JURISDICTIONS O MANUFACTURER: ALUCOBOND COLOR: SUNRISE SILVER METALLIC COOL (V FINISH: PVDF-3 / GLOSS LEVEL 30 G4. CONTACT INFORMATION IS LISTED ONLY ONCE FOR EACH co CONTACT: MIKE CALDWELL, (770-982-5822 FINISH SUPPLIER/MANUFACTURER O > 14- FT- EXTERIOR PAINT (VOLVO & JLR BACK OF HOUSE) G5. SEE SIGN DRAWINGS BY SIGNAGE CONTRACTOR FOR ALL Z MANUFACTURER: BENJAMIN MOORE INDICATED BUILDING SIGNS O PRODUCT: N448 -IX Q COLOR: VOLVO MEDIUM GREY FINISH: SATIN KEY NOTES: Z-3 > z CF -1 4" SNAP ON METAL CAP FLASHING SYSTEM Q c/i MANUFACTURER: HICKMAN OR EQUAL 2A APPROX. LINE OF SITE CONC., ASPHALT OR GRADE. COLOR: MATCH ACM/METAL CLADDING/PRECAST SEE CIVIL DRAWINGS ir J CONC. WALL FINISH COLOR 3A EXISTING CONC. SIDEWALK, APRON, OR STOOP Q o - UJ CW -1 7-1/2" CURTAIN WALL SYSTEM 36 CONIC SIDEWALK, APRON, OR STOOP. SEE _ Z MANUFACTURER: KAWNEER O FOUNDATION DETAILS & SITE PLANS cnQ SYSTEM: CLEARWALL Q " EXISTING PRE -CAST CONCRETE WALL PAN - 5/8 EXTERIOR VERT. & HORIZ. SIGHTLINE 3C THICK NOMINAL., INSULATED. PAINTED TO MATCH " W O O Z - 2-1/2' INTERIOR FRAME SIGHTLINE INDICATED PAINT COLOR W/ ELASTOMERIC TEXTURED O FRAME COLOR: MILK WHITE OR EQUAL PAINT SYSTEM, WHERE NOT COVERED W ACM OR GLASS: SEE GLASS TYPES BELOW METAL CLADDING / CONTACT: SHE S FOR DI ENSI AL INF) EXISTING PRECAST CONC. REVEAL, 4" HIGH x 3 4 (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 3D DEEP / " I� CW -2 7-1/2' CURTAIN WALL SYSTEM 3E EXISTING PRECAST CONC. MEDALLION, 2'-0' x O 2'-0", 3/4" DEEP z MANUFACTURER: KAWNEER 4A EXISTING 10" STANDARD FACE CONIC. BLOCK WALL SYSTEM: 1600 WALL SYSTEM 1 FRAME COLOR: CLEAR ANODIZED ALUMINUM O EXISTING STEEL GUARDPOST, 6"0, CONC. FILLED, V) O GLASS: FRONT CLEAR " INSULATED, LOW -E, LOW IRON 5A PAINTEDGLAZED. PAINT WITH P-4 X ti - STEEL GUARDPOST, 4"0, SHOP -PRIMED. & CONC. LTJ {SEE A5xx SHEETS FOR DIMENSIONAL INFO) 5B FILLED SIMILAR TO DETAIL 1/A421. COVERED W/ LJJ w S —F- 11 4-1/2" STOREFRONT GLAZING SYSTEM 6"0 SLANTED TOP 316 STAINLESS STEEL SCHEDULE F - MANUFACTURER: KAWNEER 10 W/ #4 BRUSHED FINISH. TOP OF POST TO BE FRAME COLOR: CLEAR ANODIZED ALUMINUM 42" ABOVE FINISH CONC. ELEVATION. 0 t GLASS: CLEAR 1" INSULATED, LOW -E, 7A EXISTING SNAP-ON METAL COPING SYSTEM. UPDATE FRONT GLAZED FINISH TO MATCH WALL COLOR —� (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 76 SNAP-ON METAL COPING SYSTEM. MATCH WALL W GL -1 WHITE TRANSLUCENT GLAZING FOR CW -1 O COLOR N MANUFACTURER: PPG IDEASCAPES 7C ALUMINUM COMPOSITE MATERIAL (ACM) DRY JOINT O aa PRODUCT: INSULATED VELOUR LOW -E GLAZING UNIT BUILDING PANEL SYSTEM, WITH MOISTURE DRAINING C W - OUTER PANE: 1/4' STARPHIRE W/ WALKER AND RAINSCREEN SYSTEMS LJJ O ACID ETCH VELOUR 11 HS Of ALUMINUM COMPOSITE METAL (ACM) PANEL COPING. a �p 0 7D - INNER PANE: 1/4 STARPHIRE W/ LOW -E INTEGRAL PART OF ALUMINUM COMPOSITE METAL co COATING #3 SURFACE HS (ACM) PANEL- SYSTEM 7E GL -2 CLEAR GLAZING FOR CW -1 NOT USED MANUFACTURER: PPG IDEASCAPES EXISTING EXTERIOR INSULATION & FINISH SYSTEM PRODUCT: INSULATED LOW -E GLAZING UNIT 7F - OUTER PANE: 1/4' STARPHIRE W/ LOW -E {E.I.F.S.) ON 2" RIGID INSULATION APPLIED DIRECTLY Q COATING #2 SURFACE HS TO CMU WALL d - INNER PANE: 1/4" STARPHIRE HS 7G EXISTING E.I.F.S. REVEAL, 4' HIGH x 3/4" DEEPO 7H cl) GL -3 BLUE TRANSLUCENT GLAZING FOR CW -1 �t EXISTING E.I.F.S. MEDALLION, 2'-0" x 2'-0', 3/4" � MANUFACTURER: PPG IDEASCAPES DEEP O (Q N 0 v PRODUCT: INSULATED LAMINATED VENCEVE LOW -E $A 7* 1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM W/ GLAZING UNIT 1 INSULATED, LOW -E, CLEAR LOW -IRON GLASS. SEE W . - OUTER PANE: 1/4' STARPHIRE W/ WALKER PLANS & A5xx SHEETS > m ACID ETCH VELOUR fl HS 86 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM �? m - INNER PANE: 1/4 STARPHIRE W/ LOW -E (5/8 HORIZ. & VERT. SIGHT LINES) W/ 1" 0 (D [+- COATING #5 SURFACE HS INSULATED, LOW -E, ETCHED TRANSLUCENT GLASS. 2 m Lo PFG -1 PLANAR FRAMELESS GLAZING SYSTEM SEE PLANS & A5xx SHEETS O N MANUFACTURER: PILKINGTON (NSG) 8C 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM co O PRODUCT: PILKINGTON PLANAR W/ LAMINATED O {5/8' HORIZ. &VERT. SIGHT LINES) W/ 1' rn z x GLASS FIN SUPPORTS (APPROX. 3 4' THICK), INSULATED, LOW -E, CLEAR GLASS (DISPLAY WINDOW). Q DEPTH PER MFR'S. REQUIREMENTS/ SEE PLANS & A5xx SHEETS u j .6 LL PLANAR FRAMELESS GLAZING SYSTEM W/ 1" r> o GLASS PANELS: DOUBLE GLAZED, INSULATED 8D +�. INSULATED, LOW -E, CLEAR LOW -IRON GLASS. SEE o LOW -E, LOW IRON PANELS �e. PIANS & A5xx SHEETS ri 8E 4-1/2" ALUMINUM FRAME STOREFRONT SYSTEM W/ Dab 1" INSULATED, CLEAR LOW -E GLASS. SEE PLANS & f c A5xx SHEETS 8F EXISTING 4-1/2' ALUMINUM FRAME STOREFRONT .� SYSTEM W/ 1" INSULATED, CLEAR LOW -E GLASS 8G ALUMINUM FRAME STOREFRONT DOOR(S), MEDIUM STILE. SEE PLANS & A5xx SHEETS 8H AUTOMATIC SLIDING LOW -IRON CLEAR GLASS ENTRY DOORS. SEE PLANS & A5xx SHEETS 8K DORMA ESA500 AUTOMATIC SLIDING CLEAR GLASS ENTRY O Q DOOR W/ FIXED SIDELIGHT. SEE PLANS & A5xx SHEETS 8L EXISTING HOLLOW METAL DOOR(S), PAINTED TO MATCH WALL `l v 8M EXISTING INSULATED OVERHEAD SECTIONAL DOOR EXISTING FULL GLASS OVERHEAD DOOR, CAR WASH G SN DUTY RATED O� OQ� 8P HIGH SPEED, FULL VISION ROLL -UP DOOR. SEE PLANS & A5xx SHEETS. MATCH LOOK OF EXISTING HIGH SPEED DOOR IN SERVICE SHOP �O $Q EXISTING HIGH SPEED, FULL VISION ROLL -UP DOOR $R EXISTING ALUMINUM FRAME STOREFRONT DOOR o 0 $S VISTA AIR VERTICALLY FOLDING WALL PANELS. SEE PLANS & A5xx SHEETS, o o$ o O10A 12"02" LED LANE SIGN, WITH GREEN 'DOWN ARROW' c y & RED X. AS MFD. BY DIRECTIONAL SYSTEMS. PRODUCT NUMBER 7577 (4 REO -D. W/ SINGLE GANG m o SWITCH - #3039 FOR EACH SIGN) http://www.diredonalsystems.com W �. TOB INTERNALLY ILLUMINATED JAGUAR WORDMARK SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY m ti MANUAL •� a� u, IOC INTERNALLY ILLUMINATED JAGUAR LOGO SIGN, SIZED_ o m A u s° & LOCATED PER JLR CORPORATE IDENTITY MANUAL Q- � A lOD INTERNALLY ILLUMINATED LAND ROVER WORDMARK o SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY MANUAL 0 - INTERNALLY INTERNALLY ILLUMINATED LAND ROVER LOGO SIGN, l0E SIZED & LOCATED PER JLR CORPORATE IDENTITY MANUAL t OF EDGE & HALO ILLUMINATED RETAILER NAME SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY o MANUAL. 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II�J Ilil� EXTERIOR ELEVATIONS ---------------- gas 0 logo■■�ME mil moll ' moll_ MCA 11; Mo gma-, � ppgs qpgg��g, um 01 MON NN PER 00 00 ZEN INS W, p ON - EN NMI, M \\N INE NO, ENSIR MONSIRN Ex ------------ I Ar Sol ------ 0 7-- R _- MEN iia � d � ioi SOUTH ELEVATION EAST END SCALE: 178 =1 - EXTERIOR FINISHES GENERAL NOTES:��$g ��N�o�omo�W�j MP -1 ALUMINUM COMPOSITE METAL PANELS (JL.R) GI. SEE WALL SECTIONS FOR ADDITIONAL INFORMATION $ o�� = o of MANUFACTURER: ALUCOIL (LARSON) :3 � � a't ffi COLOR: PRISMA JLR SUNSHINE GREY METALLIC G2. PAINT &MATERIAL COLORS TO � SELECTED PER '"� a=Q �� CONTACT: SAMUEL CHASTAIN, (803) 460-6889 REQUIREMENTS OF THE JAGUAR LAND ROVER RETAIL $8 MP -2 ALUMINUM COMPOSITE METAL PANELS JLR CORPORATE IDENTITY MANUAL, AND THE VOLVO RETAIL -91"o g$�s = C EXPERIENCE GUIDELINES MANUAL z ao"mFS =t MANUFACTURER: ALUCOIL (CARSON) hig hgH 1N COLOR: PRISMA JLR CHAMPAGNE METALLIC G3. ALL MATERIALS, FINISHES, ATTACHMENTS, ETC. MUST BE TESTED & APPROVED TO MEET ALL REQUIREMENTS OF THE ACM -1 ALUMINUM COMPOSITE METAL PANELS (VOLVO) STATE OF INDIANA & LOCAL JURISDICTIONS O MANUFACTURER: ALUCOBOND COLOR: SUNRISE SILVER METALLIC COOL (V FINISH: PVDF-3 / GLOSS LEVEL 30 G4. CONTACT INFORMATION IS LISTED ONLY ONCE FOR EACH co CONTACT: MIKE CALDWELL, (770-982-5822 FINISH SUPPLIER/MANUFACTURER O > 14- FT- EXTERIOR PAINT (VOLVO & JLR BACK OF HOUSE) G5. SEE SIGN DRAWINGS BY SIGNAGE CONTRACTOR FOR ALL Z MANUFACTURER: BENJAMIN MOORE INDICATED BUILDING SIGNS O PRODUCT: N448 -IX Q COLOR: VOLVO MEDIUM GREY FINISH: SATIN KEY NOTES: Z-3 > z CF -1 4" SNAP ON METAL CAP FLASHING SYSTEM Q c/i MANUFACTURER: HICKMAN OR EQUAL 2A APPROX. LINE OF SITE CONC., ASPHALT OR GRADE. COLOR: MATCH ACM/METAL CLADDING/PRECAST SEE CIVIL DRAWINGS ir J CONC. WALL FINISH COLOR 3A EXISTING CONC. SIDEWALK, APRON, OR STOOP Q o - UJ CW -1 7-1/2" CURTAIN WALL SYSTEM 36 CONIC SIDEWALK, APRON, OR STOOP. SEE _ Z MANUFACTURER: KAWNEER O FOUNDATION DETAILS & SITE PLANS cnQ SYSTEM: CLEARWALL Q " EXISTING PRE -CAST CONCRETE WALL PAN - 5/8 EXTERIOR VERT. & HORIZ. SIGHTLINE 3C THICK NOMINAL., INSULATED. PAINTED TO MATCH " W O O Z - 2-1/2' INTERIOR FRAME SIGHTLINE INDICATED PAINT COLOR W/ ELASTOMERIC TEXTURED O FRAME COLOR: MILK WHITE OR EQUAL PAINT SYSTEM, WHERE NOT COVERED W ACM OR GLASS: SEE GLASS TYPES BELOW METAL CLADDING / CONTACT: SHE S FOR DI ENSI AL INF) EXISTING PRECAST CONC. REVEAL, 4" HIGH x 3 4 (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 3D DEEP / " I� CW -2 7-1/2' CURTAIN WALL SYSTEM 3E EXISTING PRECAST CONC. MEDALLION, 2'-0' x O 2'-0", 3/4" DEEP z MANUFACTURER: KAWNEER 4A EXISTING 10" STANDARD FACE CONIC. BLOCK WALL SYSTEM: 1600 WALL SYSTEM 1 FRAME COLOR: CLEAR ANODIZED ALUMINUM O EXISTING STEEL GUARDPOST, 6"0, CONC. FILLED, V) O GLASS: FRONT CLEAR " INSULATED, LOW -E, LOW IRON 5A PAINTEDGLAZED. PAINT WITH P-4 X ti - STEEL GUARDPOST, 4"0, SHOP -PRIMED. & CONC. LTJ {SEE A5xx SHEETS FOR DIMENSIONAL INFO) 5B FILLED SIMILAR TO DETAIL 1/A421. COVERED W/ LJJ w S —F- 11 4-1/2" STOREFRONT GLAZING SYSTEM 6"0 SLANTED TOP 316 STAINLESS STEEL SCHEDULE F - MANUFACTURER: KAWNEER 10 W/ #4 BRUSHED FINISH. TOP OF POST TO BE FRAME COLOR: CLEAR ANODIZED ALUMINUM 42" ABOVE FINISH CONC. ELEVATION. 0 t GLASS: CLEAR 1" INSULATED, LOW -E, 7A EXISTING SNAP-ON METAL COPING SYSTEM. UPDATE FRONT GLAZED FINISH TO MATCH WALL COLOR —� (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 76 SNAP-ON METAL COPING SYSTEM. MATCH WALL W GL -1 WHITE TRANSLUCENT GLAZING FOR CW -1 O COLOR N MANUFACTURER: PPG IDEASCAPES 7C ALUMINUM COMPOSITE MATERIAL (ACM) DRY JOINT O aa PRODUCT: INSULATED VELOUR LOW -E GLAZING UNIT BUILDING PANEL SYSTEM, WITH MOISTURE DRAINING C W - OUTER PANE: 1/4' STARPHIRE W/ WALKER AND RAINSCREEN SYSTEMS LJJ O ACID ETCH VELOUR 11 HS Of ALUMINUM COMPOSITE METAL (ACM) PANEL COPING. a �p 0 7D - INNER PANE: 1/4 STARPHIRE W/ LOW -E INTEGRAL PART OF ALUMINUM COMPOSITE METAL co COATING #3 SURFACE HS (ACM) PANEL- SYSTEM 7E GL -2 CLEAR GLAZING FOR CW -1 NOT USED MANUFACTURER: PPG IDEASCAPES EXISTING EXTERIOR INSULATION & FINISH SYSTEM PRODUCT: INSULATED LOW -E GLAZING UNIT 7F - OUTER PANE: 1/4' STARPHIRE W/ LOW -E {E.I.F.S.) ON 2" RIGID INSULATION APPLIED DIRECTLY Q COATING #2 SURFACE HS TO CMU WALL d - INNER PANE: 1/4" STARPHIRE HS 7G EXISTING E.I.F.S. REVEAL, 4' HIGH x 3/4" DEEPO 7H cl) GL -3 BLUE TRANSLUCENT GLAZING FOR CW -1 �t EXISTING E.I.F.S. MEDALLION, 2'-0" x 2'-0', 3/4" � MANUFACTURER: PPG IDEASCAPES DEEP O (Q N 0 v PRODUCT: INSULATED LAMINATED VENCEVE LOW -E $A 7* 1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM W/ GLAZING UNIT 1 INSULATED, LOW -E, CLEAR LOW -IRON GLASS. SEE W . - OUTER PANE: 1/4' STARPHIRE W/ WALKER PLANS & A5xx SHEETS > m ACID ETCH VELOUR fl HS 86 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM �? m - INNER PANE: 1/4 STARPHIRE W/ LOW -E (5/8 HORIZ. & VERT. SIGHT LINES) W/ 1" 0 (D [+- COATING #5 SURFACE HS INSULATED, LOW -E, ETCHED TRANSLUCENT GLASS. 2 m Lo PFG -1 PLANAR FRAMELESS GLAZING SYSTEM SEE PLANS & A5xx SHEETS O N MANUFACTURER: PILKINGTON (NSG) 8C 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM co O PRODUCT: PILKINGTON PLANAR W/ LAMINATED O {5/8' HORIZ. &VERT. SIGHT LINES) W/ 1' rn z x GLASS FIN SUPPORTS (APPROX. 3 4' THICK), INSULATED, LOW -E, CLEAR GLASS (DISPLAY WINDOW). Q DEPTH PER MFR'S. REQUIREMENTS/ SEE PLANS & A5xx SHEETS u j .6 LL PLANAR FRAMELESS GLAZING SYSTEM W/ 1" r> o GLASS PANELS: DOUBLE GLAZED, INSULATED 8D +�. INSULATED, LOW -E, CLEAR LOW -IRON GLASS. SEE o LOW -E, LOW IRON PANELS �e. PIANS & A5xx SHEETS ri 8E 4-1/2" ALUMINUM FRAME STOREFRONT SYSTEM W/ Dab 1" INSULATED, CLEAR LOW -E GLASS. SEE PLANS & f c A5xx SHEETS 8F EXISTING 4-1/2' ALUMINUM FRAME STOREFRONT .� SYSTEM W/ 1" INSULATED, CLEAR LOW -E GLASS 8G ALUMINUM FRAME STOREFRONT DOOR(S), MEDIUM STILE. SEE PLANS & A5xx SHEETS 8H AUTOMATIC SLIDING LOW -IRON CLEAR GLASS ENTRY DOORS. SEE PLANS & A5xx SHEETS 8K DORMA ESA500 AUTOMATIC SLIDING CLEAR GLASS ENTRY O Q DOOR W/ FIXED SIDELIGHT. SEE PLANS & A5xx SHEETS 8L EXISTING HOLLOW METAL DOOR(S), PAINTED TO MATCH WALL `l v 8M EXISTING INSULATED OVERHEAD SECTIONAL DOOR EXISTING FULL GLASS OVERHEAD DOOR, CAR WASH G SN DUTY RATED O� OQ� 8P HIGH SPEED, FULL VISION ROLL -UP DOOR. SEE PLANS & A5xx SHEETS. MATCH LOOK OF EXISTING HIGH SPEED DOOR IN SERVICE SHOP �O $Q EXISTING HIGH SPEED, FULL VISION ROLL -UP DOOR $R EXISTING ALUMINUM FRAME STOREFRONT DOOR o 0 $S VISTA AIR VERTICALLY FOLDING WALL PANELS. SEE PLANS & A5xx SHEETS, o o$ o O10A 12"02" LED LANE SIGN, WITH GREEN 'DOWN ARROW' c y & RED X. AS MFD. BY DIRECTIONAL SYSTEMS. PRODUCT NUMBER 7577 (4 REO -D. W/ SINGLE GANG m o SWITCH - #3039 FOR EACH SIGN) http://www.diredonalsystems.com W �. TOB INTERNALLY ILLUMINATED JAGUAR WORDMARK SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY m ti MANUAL •� a� u, IOC INTERNALLY ILLUMINATED JAGUAR LOGO SIGN, SIZED_ o m A u s° & LOCATED PER JLR CORPORATE IDENTITY MANUAL Q- � A lOD INTERNALLY ILLUMINATED LAND ROVER WORDMARK o SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY MANUAL 0 - INTERNALLY INTERNALLY ILLUMINATED LAND ROVER LOGO SIGN, l0E SIZED & LOCATED PER JLR CORPORATE IDENTITY MANUAL t OF EDGE & HALO ILLUMINATED RETAILER NAME SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY o MANUAL. 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II�J Ilil� EXTERIOR ELEVATIONS A211 n 7x P-4 ~a z � J 3C P-4 ISI ILII Ell 0 ill NEIi i SII I! , Fdoo" joI or, ,00 IMEEIRMENN orlpo FINISH 1st FLOOR I_ NORTH ELEVATION I P-4 I ST END SCALE: 1/8"=l' - 1�2�4_'--0"� T/PRECAST (EXt EAST ELEVATION NORTH END SCALE: 1/8"=V-0 EXTERIOR FINISHES GENERAL NOTES:° g Z V W >F W W � _ MP -1 ALUMINUM COMPOSITE METAL PANELS (JLR)G1, SEE WALL SECTIONS FOR ADDITIONAL INFORMATION o �avo� MANUFACTURER: ALUCOIL (LARSON) o€ � � jj� Z X 6 COLOR: PRISMA JLR SUNSHINE GREY METALLIC G2. PAINT & MATERIAL COLORS TO BE SELECTED PER $ CONTACT: SAMUEL CHASTAIN, (803) 460-6889 REQUIREMENTS OF THE JAGUAR LAND ROVER RETAIL ,o= �rcm�F Pad;4 CORPORATE IDENTITY MANUAL, AND THE VOLVO RETAIL sois� ' W H= MP -2 ALUMINUM COMPOSITE METAL PANELS (JLR) YW(Pg"U`' 0 ( ) EXPERIENCE GUIDELINES MANUAL X� Ua il9$ MANUFACTURER: ALUCOIL CARSON = � COLOR: PRISMA JLR CHAMPAGNE METALLIC G3. Al MATERIALS, FINISHES, ATTACHMENTS, ETC. MUST BE ACM -1 ALUMINUM COMPOSITE METAL PANELS VOLVO TESTED & APPROVED TO MEET ALL REQUIREMENTS OF THE D (VOLVO) STATE OF INDIANA & LOCAL JURISDICTIONS O O MANUFACTURER: ALUCOBOND d - COLOR: SUNRISE SILVER METALLIC COOL C 4 FINISH: PVDF-3 / GLOSS LEVEL 30 CONTACT INFORMATION IS LISTED ONLY ONCE FOR EACH co CONTACT: MIKE CALDWELL, (770-982-5822 FINISH SUPPUER/MANUFACTURER 0 > Id P-4 EXTERIOR PAINT (VOLVO & JLR BACK OF HOUSE) G• SEE SIGN DRAWINGS BY SIGNAGE CONTRACTOR FOR ALL Z MANUFACTURER: BENJAMIN MOORE INDICATED BUILDING SIGNS PRODUCT: N448 -1X Q O COLOR: VOLVO MEDIUM GREY J Z FINISH: SATIN KEY NOTES: c—,� — META- CAP FLASHING SYSTEM CF 1 4' SNAP Q ui _ 0N U GOING., MANUFACTURER: HICKMAN OR EQUAL 2A APPROX, NE 0 SITE CO C , A SPHALT OR GRADE. � COLOR: MATCH ACM METAL CLADDING PRECAST SEE CIVIL DRAWINGS _-M O CONC. WALLFINISH COLOR 3A EXISTING CONC. SIDEWALK APRON OR STOOP _ a. O � CW -1 7-112' CURTAIN WALL SYSTEM 36 CONC. SIDEWALK, APRON, OR STOOP. SEE _ Z T KAWNEER FAC URER: KA MANU a O FOUNDATION DETAILS & SITE PLANS (n — SYSTEM: CLEARWALL O O -5/8'EXTERIOR VERT. & HORIZ. 5I HTLINE EXISTING PRE -CAST CONCRETE WALL PANELS 8" cif - 2-1 2INTERKR FRAME SIGHTLINE THICK NOMINAL, INSULATED. PANTED TO MATCH O O FRAME COLOR: MILK WHITE OR EQUAL INDICATED PANT COLOR W/ ELASTOMERIC TEXTUREDJ Z— PANT SYSTEM WHERENOT COVERED W ACM OR GLASS: SEE GLASS TYPES BELOW META_ CLADDING / Q - W CONTACT COLIN BR05MER 770 248 2784 ( ) EXISTING PRECAST GONG. REV 4" HIGH x 3/4" FO 3D EAC, / (SEE A5xx SHEETS FOR DIMENSIONAL IN 0 O DEEP CW -2 7-1/2" CURTAIN WALL SYSTEM 3E EXISTING PRECAST GONG. MEDALLION, 2'-0' x O 2'-0', 31e DEEP 0 MANUFACTURER: KAWNEER Z 4A — EXISTING 10' STANDARD FACE CON K WALL SYSTEM: 1600 WALL SYSTEM 1 O C. BLOC � FRAME COLOR: CLEAR ANODIZED ALUMINUM EXISTING STEEL GUARDPOST, 6"0, GONG. FILLED, V) GLASS: CLEAR 1 INSULATED LOW -E, LOW IRON 5A • � PANTED. PANT WITH P-4 — O O FRONT GLAZED STEEL GUAROPOST, 4"0, SHOP -PRIMED, & CONC. X W (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 56 W FILLED. SIMILAR TO 4 1. O DETAIL t A 2 COVERED W SF -1 4-1/2' STOREFRONT GLAZING SYSTEM 6 0 SLANTED TOP 316 STAINLESS STEEL SCHEDULE MANUFACTURER: KAWNEER 10"W/ #4 BRUSHED FINISH. TOP OF POST TO BE FRAME COLOR: CLEAR ANODIZED ALUMINUM 42 ABOVE FINISH CONC. ELEVATION, 0 t GLASS: CLEAR 1" INSULATED, LOW -E, 7A EXISTING SNAP-ON METAL COPING SYSTEM. UPDATE FRONT GLAZED O FINISH TO MATCH WALL COLOR O (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 76 SNAP-ON METAL COPING SYSTEM. MATCH WALL W GL -1 WHITE TRANSLUCENT GLAZING FOR CW -1 O COLOR V) MANUFACTURER: PPG IDEASCAPES 7C ALUMINUM COMPOSITE MATERIAL (ACM) DRY JOINT 0Q PRODUCT: INSULATED VELOUR LOW -E GLAZING UNIT BUILDING PANEL SYSTEM, WITH MOISTURE DRAINING L - OUTER PANE: 1/4' STARPHIRE W/ WALKER AND RANSCREEN SYSTEMS ALUMINUM COMPOSITE METAL (ACM) PANEL COPING. W O ACID ETCH VELOUR #1 HS 7D � Cp - INNER PANE: 1/4" STARPHIRE W/ LOW -E INTEGRAL PART OF ALUMINUM COMPOSITE METAL COATING #3 SURFACE HS (ACM) PANEL SYSTEM G—L --2-1 CLEAR GLAZING FOR CW -1 7E NOT USED MANUFACTURER: PPG IDEASCAPES EXISTING EXTERIOR INSULATION & FINISH SYSTEM PRODUCT: INSULATED LOW -E GLAZING UNIT 7F - OUTER PANE: 1/4' STARPHIRE W/ LOW -E (EJ.F.S.) ON 2" RIGID INSULATION APPLIED DIRECTLY Q TO CMU WALL COATING #2 SURFACE HS CL - INNER PANE: 1/4" STARPHIRE H5 7G EXISTING E.I.F.S. REVEAL, 4' HIGH x 3/4' DEEP O EXISTING E.I.F.S. MEDALLION, 2'-0' x 2'-0', 3/4" GL -3 BLUE TRANSLUCENT GLAZING FOR CW -1 7H ff MANUFACTURER: PPG IDEASCAPES DET 8A Q t9 N h PRODUCT: INSULATED LAMINATED VENCEVE LOW -E 7-1/2' ALUMINUM FRAME CURTAIN WALL SYSTEM W/ GLAZING UNIT 1' INSULATED, LOW -E, CLEAR LOW -IRON GLASS, SEE W LO - OUTER PANE: 1/4" STARPHIRE W/ WALKER PLANS & A5xx SHEETS > � 0) ACID ETCH VELOUR 11 HS -INNER PANE: 1/4 STARPHIRE W/ LOW -E 8B 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM 0.)(5/8' HORIZ. & VERT. SIGHT LINES) W/ 1' p t - COATING #5 SURFACE HS INSULATED, LOW -E, ETCHED TRANSLUCENT GLASS. 2 oo Lo SEE PLANS & A5xx SHEETS 0 65 04 P PFG -1 PLANAR FRAMELESS GLAZING SYSTEM 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM co MANUFACTURER: PILKINGTON (NSG) SC HORIZ&VERTSIGHT LINES) W/ 1 ' O F'v. (5/8' co PRODUCT: PILKINGTON PLANAR W/ LAMINATED . . 00 Z GLASS FIN SUPPORTS (APPROX. 3 4" THICK), INSULATED, LOW -E, CLEAR GLASS (DISPLAY WINDOW). - x DEPTH PER MFR'S. REQUIREMENTS/ SEE PLANS & A5xx SHEETS Q w.N ti GLASS PANELS: DOUBLE GLAZED, INSULATED gp PLANAR FRAMELESS GLAZING SYSTEM W/ 1' m 0 LOW -E, LOW IRON PANELS INSULATED, LOW -E, CLEAR LOW -IRON GLASS. SEE PLANS & A5xx SHEETS cc 8E 4-1/2' ALUMINUM FRAME STOREFRONT SYSTEM W/ 1" INSULATED, CLEAR LOW -E GLASS. SEE PLANS & A5xx SHEETS 8F EXISTING 4-1/2' ALUMINUM FRAME STOREFRONT x!F SYSTEM W/ 1' INSULATED, CLEAR LOW -E GLASS 8G ALUMINUM FRAME STOREFRONT DOOR(S), MEDIUM STILE. SEE PLANS & A5xx SHEETS 8H AUTOMATIC SLIDING LOW -IRON CLEAR GLASS ENTRY DOORS. SEE PLANS & A5xx SHEETS 8K DORMA ESA500 AUTOMATIC SUDING CLEAR GLASS ENTRY O O DOOR W/ FIXED SIDELIGHT. SEE PLANS & A5xx SHEETS 8L EXISTING HOLLOW METAL DOOR(S), PANTED TO GI J MATCH WALL 8M EXISTING INSULATED OVERHEAD SECTIONAL DOOR 8N EXISTING FULL GLASS OVERHEAD DOOR, CAR WASH G DUTY RATED O OQ+ 8P HIGH SPEED, FULL VISION ROLL -UP DOOR. SEE PLANS 8 & A5xx SHEETS. MATCH LOOK OF EXISTING HIGH SPEED DOOR IN SERVICE SHOP 8Q EXISTING HIGH SPEED, FULL VISION ROLL -UP DOOR 8R EXISTING ALUMINUM FRAME STOREFRONT DOOR o BS VISTA AIR VERTICALLY FOLDING WALL PANELS. SEE 14 PLANS & A5xx SHEETS. 8 O O � 12"02" LED LANE SIGN, WITH GREEN 'DOWN ARROW' M w & RED 'X', AS MFD. BY DIRECTIONAL SYSTEMS. ^+ « - PRODUCT NUMBER 7577 (4 REQ'D. W/ SINGLE GANG a SWITCH - #3039 FOR EACH SIGN) http://www.directionalsystems.com c W x. ��^ Z , 10B INTERNALLY ILLUMINATED JAGUAR WOROMARK SIGN, 4 i SIZED & LOCATED PER JLR CORPORATE IDENTITY q .IPA MANUAL w 10C INTERNALLY ILLUMINATED JAGUAR LOGO SIGN, SIZED _F & LOCATED PER JLR CORPORATE IDENTITY MANUAL 10D INTERNALLY ILLUMINATED LAND ROVER WORDMARK o SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY MANUAL a OINTERNALLY ILLUMINATED LAND ROVER LOGO SIGN, l0E SIZED & LOCATED PER JLR CORPORATE IDENTITY MANUAL 10F EDGE & HALO ILLUMINATED RETAILER NAME SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY o MANUAL 10G EDGE & HALO ILLUMINATED DRIVE-IN SERVICE SIGN, - SIZED & LOCATED PER JLR CORPORATE IDENTITY n MANUAL 1 n10H INTERNALLY ILLUMINATED VOLVO WORDMARK SIGN, OH SIZED & LOCATED PER VOLVO RETAIL EXPERIENCE DESIGN GUIDE 10J INTERNALLY ILLUMINATED DEALER NAME SIGN, SIZED - P-4 P-4 P-4 MP -2 = P-4 P-4 7F 7F 7F 7C GUIDE r J 7A 3D 3C 3E 3C 4A 7H 7G 4A 3C 7A 7H 7G 4A 3C M 78 LOCATED PER VOLVO RETAIL EXPERIENCE DESIGN a GUIDE 128'-0" T/PRECAST (EXIST.) I124'-0" GLASS APPUED VINYL FILM LETTERING, 'VOLVO OF T P R CA T EXIST. / E S 10L INDIANAPOUS', SIZED & LOCATED PER VOLVO RETAIL _o EXPERIENCE DESIGN GUIDE T• •L • Lj S — • - m U 't - TPR CAT E S EXIST. PROVIDED & INSTALLED BY PATTISON SIGN GROUP, w PER VOLVO RETAIL EXPERIENCE DESIGN GUIDE t.V o 5 lot EL 100, 0„ r __T__ _F I i I I T FINISH 1st FLOOR 7x P-4 ~a z � J 3C P-4 ISI ILII Ell 0 ill NEIi i SII I! , Fdoo" joI or, ,00 IMEEIRMENN orlpo FINISH 1st FLOOR I_ NORTH ELEVATION I P-4 I ST END SCALE: 1/8"=l' - 1�2�4_'--0"� T/PRECAST (EXt EAST ELEVATION NORTH END SCALE: 1/8"=V-0 EXTERIOR FINISHES GENERAL NOTES:° g Z V W >F W W � _ MP -1 ALUMINUM COMPOSITE METAL PANELS (JLR)G1, SEE WALL SECTIONS FOR ADDITIONAL INFORMATION o �avo� MANUFACTURER: ALUCOIL (LARSON) o€ � � jj� Z X 6 COLOR: PRISMA JLR SUNSHINE GREY METALLIC G2. PAINT & MATERIAL COLORS TO BE SELECTED PER $ CONTACT: SAMUEL CHASTAIN, (803) 460-6889 REQUIREMENTS OF THE JAGUAR LAND ROVER RETAIL ,o= �rcm�F Pad;4 CORPORATE IDENTITY MANUAL, AND THE VOLVO RETAIL sois� ' W H= MP -2 ALUMINUM COMPOSITE METAL PANELS (JLR) YW(Pg"U`' 0 ( ) EXPERIENCE GUIDELINES MANUAL X� Ua il9$ MANUFACTURER: ALUCOIL CARSON = � COLOR: PRISMA JLR CHAMPAGNE METALLIC G3. Al MATERIALS, FINISHES, ATTACHMENTS, ETC. MUST BE ACM -1 ALUMINUM COMPOSITE METAL PANELS VOLVO TESTED & APPROVED TO MEET ALL REQUIREMENTS OF THE D (VOLVO) STATE OF INDIANA & LOCAL JURISDICTIONS O O MANUFACTURER: ALUCOBOND d - COLOR: SUNRISE SILVER METALLIC COOL C 4 FINISH: PVDF-3 / GLOSS LEVEL 30 CONTACT INFORMATION IS LISTED ONLY ONCE FOR EACH co CONTACT: MIKE CALDWELL, (770-982-5822 FINISH SUPPUER/MANUFACTURER 0 > Id P-4 EXTERIOR PAINT (VOLVO & JLR BACK OF HOUSE) G• SEE SIGN DRAWINGS BY SIGNAGE CONTRACTOR FOR ALL Z MANUFACTURER: BENJAMIN MOORE INDICATED BUILDING SIGNS PRODUCT: N448 -1X Q O COLOR: VOLVO MEDIUM GREY J Z FINISH: SATIN KEY NOTES: c—,� — META- CAP FLASHING SYSTEM CF 1 4' SNAP Q ui _ 0N U GOING., MANUFACTURER: HICKMAN OR EQUAL 2A APPROX, NE 0 SITE CO C , A SPHALT OR GRADE. � COLOR: MATCH ACM METAL CLADDING PRECAST SEE CIVIL DRAWINGS _-M O CONC. WALLFINISH COLOR 3A EXISTING CONC. SIDEWALK APRON OR STOOP _ a. O � CW -1 7-112' CURTAIN WALL SYSTEM 36 CONC. SIDEWALK, APRON, OR STOOP. SEE _ Z T KAWNEER FAC URER: KA MANU a O FOUNDATION DETAILS & SITE PLANS (n — SYSTEM: CLEARWALL O O -5/8'EXTERIOR VERT. & HORIZ. 5I HTLINE EXISTING PRE -CAST CONCRETE WALL PANELS 8" cif - 2-1 2INTERKR FRAME SIGHTLINE THICK NOMINAL, INSULATED. PANTED TO MATCH O O FRAME COLOR: MILK WHITE OR EQUAL INDICATED PANT COLOR W/ ELASTOMERIC TEXTUREDJ Z— PANT SYSTEM WHERENOT COVERED W ACM OR GLASS: SEE GLASS TYPES BELOW META_ CLADDING / Q - W CONTACT COLIN BR05MER 770 248 2784 ( ) EXISTING PRECAST GONG. REV 4" HIGH x 3/4" FO 3D EAC, / (SEE A5xx SHEETS FOR DIMENSIONAL IN 0 O DEEP CW -2 7-1/2" CURTAIN WALL SYSTEM 3E EXISTING PRECAST GONG. MEDALLION, 2'-0' x O 2'-0', 31e DEEP 0 MANUFACTURER: KAWNEER Z 4A — EXISTING 10' STANDARD FACE CON K WALL SYSTEM: 1600 WALL SYSTEM 1 O C. BLOC � FRAME COLOR: CLEAR ANODIZED ALUMINUM EXISTING STEEL GUARDPOST, 6"0, GONG. FILLED, V) GLASS: CLEAR 1 INSULATED LOW -E, LOW IRON 5A • � PANTED. PANT WITH P-4 — O O FRONT GLAZED STEEL GUAROPOST, 4"0, SHOP -PRIMED, & CONC. X W (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 56 W FILLED. SIMILAR TO 4 1. O DETAIL t A 2 COVERED W SF -1 4-1/2' STOREFRONT GLAZING SYSTEM 6 0 SLANTED TOP 316 STAINLESS STEEL SCHEDULE MANUFACTURER: KAWNEER 10"W/ #4 BRUSHED FINISH. TOP OF POST TO BE FRAME COLOR: CLEAR ANODIZED ALUMINUM 42 ABOVE FINISH CONC. ELEVATION, 0 t GLASS: CLEAR 1" INSULATED, LOW -E, 7A EXISTING SNAP-ON METAL COPING SYSTEM. UPDATE FRONT GLAZED O FINISH TO MATCH WALL COLOR O (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 76 SNAP-ON METAL COPING SYSTEM. MATCH WALL W GL -1 WHITE TRANSLUCENT GLAZING FOR CW -1 O COLOR V) MANUFACTURER: PPG IDEASCAPES 7C ALUMINUM COMPOSITE MATERIAL (ACM) DRY JOINT 0Q PRODUCT: INSULATED VELOUR LOW -E GLAZING UNIT BUILDING PANEL SYSTEM, WITH MOISTURE DRAINING L - OUTER PANE: 1/4' STARPHIRE W/ WALKER AND RANSCREEN SYSTEMS ALUMINUM COMPOSITE METAL (ACM) PANEL COPING. W O ACID ETCH VELOUR #1 HS 7D � Cp - INNER PANE: 1/4" STARPHIRE W/ LOW -E INTEGRAL PART OF ALUMINUM COMPOSITE METAL COATING #3 SURFACE HS (ACM) PANEL SYSTEM G—L --2-1 CLEAR GLAZING FOR CW -1 7E NOT USED MANUFACTURER: PPG IDEASCAPES EXISTING EXTERIOR INSULATION & FINISH SYSTEM PRODUCT: INSULATED LOW -E GLAZING UNIT 7F - OUTER PANE: 1/4' STARPHIRE W/ LOW -E (EJ.F.S.) ON 2" RIGID INSULATION APPLIED DIRECTLY Q TO CMU WALL COATING #2 SURFACE HS CL - INNER PANE: 1/4" STARPHIRE H5 7G EXISTING E.I.F.S. REVEAL, 4' HIGH x 3/4' DEEP O EXISTING E.I.F.S. MEDALLION, 2'-0' x 2'-0', 3/4" GL -3 BLUE TRANSLUCENT GLAZING FOR CW -1 7H ff MANUFACTURER: PPG IDEASCAPES DET 8A Q t9 N h PRODUCT: INSULATED LAMINATED VENCEVE LOW -E 7-1/2' ALUMINUM FRAME CURTAIN WALL SYSTEM W/ GLAZING UNIT 1' INSULATED, LOW -E, CLEAR LOW -IRON GLASS, SEE W LO - OUTER PANE: 1/4" STARPHIRE W/ WALKER PLANS & A5xx SHEETS > � 0) ACID ETCH VELOUR 11 HS -INNER PANE: 1/4 STARPHIRE W/ LOW -E 8B 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM 0.)(5/8' HORIZ. & VERT. SIGHT LINES) W/ 1' p t - COATING #5 SURFACE HS INSULATED, LOW -E, ETCHED TRANSLUCENT GLASS. 2 oo Lo SEE PLANS & A5xx SHEETS 0 65 04 P PFG -1 PLANAR FRAMELESS GLAZING SYSTEM 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM co MANUFACTURER: PILKINGTON (NSG) SC HORIZ&VERTSIGHT LINES) W/ 1 ' O F'v. (5/8' co PRODUCT: PILKINGTON PLANAR W/ LAMINATED . . 00 Z GLASS FIN SUPPORTS (APPROX. 3 4" THICK), INSULATED, LOW -E, CLEAR GLASS (DISPLAY WINDOW). - x DEPTH PER MFR'S. REQUIREMENTS/ SEE PLANS & A5xx SHEETS Q w.N ti GLASS PANELS: DOUBLE GLAZED, INSULATED gp PLANAR FRAMELESS GLAZING SYSTEM W/ 1' m 0 LOW -E, LOW IRON PANELS INSULATED, LOW -E, CLEAR LOW -IRON GLASS. SEE PLANS & A5xx SHEETS cc 8E 4-1/2' ALUMINUM FRAME STOREFRONT SYSTEM W/ 1" INSULATED, CLEAR LOW -E GLASS. SEE PLANS & A5xx SHEETS 8F EXISTING 4-1/2' ALUMINUM FRAME STOREFRONT x!F SYSTEM W/ 1' INSULATED, CLEAR LOW -E GLASS 8G ALUMINUM FRAME STOREFRONT DOOR(S), MEDIUM STILE. SEE PLANS & A5xx SHEETS 8H AUTOMATIC SLIDING LOW -IRON CLEAR GLASS ENTRY DOORS. SEE PLANS & A5xx SHEETS 8K DORMA ESA500 AUTOMATIC SUDING CLEAR GLASS ENTRY O O DOOR W/ FIXED SIDELIGHT. SEE PLANS & A5xx SHEETS 8L EXISTING HOLLOW METAL DOOR(S), PANTED TO GI J MATCH WALL 8M EXISTING INSULATED OVERHEAD SECTIONAL DOOR 8N EXISTING FULL GLASS OVERHEAD DOOR, CAR WASH G DUTY RATED O OQ+ 8P HIGH SPEED, FULL VISION ROLL -UP DOOR. SEE PLANS 8 & A5xx SHEETS. MATCH LOOK OF EXISTING HIGH SPEED DOOR IN SERVICE SHOP 8Q EXISTING HIGH SPEED, FULL VISION ROLL -UP DOOR 8R EXISTING ALUMINUM FRAME STOREFRONT DOOR o BS VISTA AIR VERTICALLY FOLDING WALL PANELS. SEE 14 PLANS & A5xx SHEETS. 8 O O � 12"02" LED LANE SIGN, WITH GREEN 'DOWN ARROW' M w & RED 'X', AS MFD. BY DIRECTIONAL SYSTEMS. ^+ « - PRODUCT NUMBER 7577 (4 REQ'D. W/ SINGLE GANG a SWITCH - #3039 FOR EACH SIGN) http://www.directionalsystems.com c W x. ��^ Z , 10B INTERNALLY ILLUMINATED JAGUAR WOROMARK SIGN, 4 i SIZED & LOCATED PER JLR CORPORATE IDENTITY q .IPA MANUAL w 10C INTERNALLY ILLUMINATED JAGUAR LOGO SIGN, SIZED _F & LOCATED PER JLR CORPORATE IDENTITY MANUAL 10D INTERNALLY ILLUMINATED LAND ROVER WORDMARK o SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY MANUAL a OINTERNALLY ILLUMINATED LAND ROVER LOGO SIGN, l0E SIZED & LOCATED PER JLR CORPORATE IDENTITY MANUAL 10F EDGE & HALO ILLUMINATED RETAILER NAME SIGN, SIZED & LOCATED PER JLR CORPORATE IDENTITY o MANUAL 10G EDGE & HALO ILLUMINATED DRIVE-IN SERVICE SIGN, - SIZED & LOCATED PER JLR CORPORATE IDENTITY n MANUAL 1 n10H INTERNALLY ILLUMINATED VOLVO WORDMARK SIGN, OH SIZED & LOCATED PER VOLVO RETAIL EXPERIENCE m a w Y U 2 U �m Z� 0 0 m� od oho Z w 3Q Y O � >� 00 wo © 2017 BALAY ARCHITECTS, INC. D ( u d Lc EXTERIOR ELEVATIONS FEB 0 6,1018 A212 DESIGN GUIDE 10J INTERNALLY ILLUMINATED DEALER NAME SIGN, SIZED - V' & LOCATED PER VOLVO RETAIL EXPERIENCE DESIGN GUIDE 10K INTERNALLY ILLUMINATED SERVICE SIGN, SIZED & LOCATED PER VOLVO RETAIL EXPERIENCE DESIGN GUIDE GLASS APPUED VINYL FILM LETTERING, 'VOLVO OF 10L INDIANAPOUS', SIZED & LOCATED PER VOLVO RETAIL _o EXPERIENCE DESIGN GUIDE SHOWROOM ENTRANCE PORTAL, OAK WOOD VENEER, lOM m U PROVIDED & INSTALLED BY PATTISON SIGN GROUP, w PER VOLVO RETAIL EXPERIENCE DESIGN GUIDE o m a w Y U 2 U �m Z� 0 0 m� od oho Z w 3Q Y O � >� 00 wo © 2017 BALAY ARCHITECTS, INC. D ( u d Lc EXTERIOR ELEVATIONS FEB 0 6,1018 A212 P-4 E E P-4 P-4 P-4 P-4 = 3E 3D 3C 7A 3D 7A 3E 3C � J 7A P-4 3C 124'-0" T PRECAST EXIST. ... / (EXIST.) ..®•" ,. . . {...' L. '. 4. .7777 •�. ........ .... 40 .......... . . . ........ ......... ........ 128'-0......... ........ :......... .. ... .. Ilk W' T/PRECAST (EXIST.) :. ..:.::...:..: I P-4 I WEST ELEVATION NORTH END SCALE: 1 8 =1'- P 128'-" 04 C14 7CX/PC'j N-4 T0Uw 3 7A 3C 7B M 7C M 7D �I P-4 I Q Q Q Q 3C ------- 126 4 I T/JLR ACM FACADE '{ r i. l . 1 - 1 f 13' 2 2" I• _ , TJ LR SHOWROOM WINDOWS :1 . -� _ �.. ....... ..... i \ \ \ \ \ \ \ \ \ \ \ \ i . ........ El Ll.`%`*"`l"`-* . .... I ... ............ ................ ........... �-_' . ., F 4 � L - .1 - \V 1 .1. Ll I ..... ...... .... EIE i ..................... .... . .. . ....... ..... ................. .... . . .... 100, 01, L_�E..... FINISH 1st FLOOR 3A 8Q 5A 2A 7C 8F 7C 8F SF 2A 7C 5B 7C 7C 3B 8D 5B 8A 8G 7C 8D 3B 7C 7C 2A 3C 3C3C MP -1 MP -2 PFG -1 CW -2 MP -2 PFG -1 MP -2 0 MP -1 MP -2 MP -2 MP -2 WEST ELEVATION (SOUTH END) SCALE: 1/8"=V-0" 1 O'-0" _ T PRECAST (EXIST.) NORTH ELEVATION EAST END SEE SHEET A212 FOR WEST END SCALE: 1 8'=1 - EXTERIOR FINISHES GENERAL NOTES:�� MP -1 ALUMINUM COMPOSITE METAL PANELS (� G1. SEE WALL SECTIONS FOR ADDITIONAL INFORMATION SWiis�WW=M �lioom MANUFACTURER: ALUCOIL (LARSON) s �W==$<-COLOR: PRISMA JLR SUNSHINE GREY METALLIC G2• PAINT &MATERIAL COLORS TO BE SELECTED PER f io3l;g CONTACT: SAMUEL CHASTAIN, (803) 460-6889 REQUIREMENTS OF THE JAGUAR LAND ROVER RETAIL 1n oW O CORPORATE IDENTITY MANUAL, AND THE VOLVO RETAIL Z �N W W W MP -2 ALUMINUM COMPOSITE METAL PANELS (JLR) EXPERIENCE GUIDELINES MANUAL So&Wo�X5�83� MANUFACTURER: ALUCOIL (LARSON) X26! ,sRHJ 9Y liri 6 COLOR: PRISMA JLR CHAMPAGNE METALLIC G3, ALL MATERIALS, FINISHES, ATTACHMENTS, ETC. MUST BE ACM -1 ALUMINUM COMPOSITE METAL PANELS (VOLVO) TESTED & APPROVED TO MEET ALL REQUIREMENTS OF THE O ( STATE OF INDIANA & LOCAL JURISDICTIONS O MANUFACTURER: ALUCOBOND14- O COLOR: SUNRISE SILVER METALLIC COOL CV G4. CONTACT INFORMATION IS LISTED ONLY ONCE FOR EACH � FINISH: PVDF -3 / GLOSS LEVEL 30 O CONTACT: MIKE CALDWELL. (770-982-5822 FINISH SUPPLIER/MANUFACTURER 0 > -q- P-4 I EXTERIOR PAINT (VOLVO & JLR BACK OF HOUSE) G5• SEE SIGN DRAWINGS BY SIGNAGE CONTRACTOR FOR ALL Z MANUFACTURER: BENJAMIN MOORE INDICATED BUILDING SIGNS O PRODUCT: N448 -1X Q COLOR: VOLVO MEDIUM GREY _j > O FINISH: SATIN KEY NOTES: z CF -1 1 4" SNAP ON METAL CAP FLASHING SYSTEM Q Uj MANUFACTURER: HICKMAN OR EQUAL 2A APPROX. LINE OF SITE CONC., ASPHALT OR GRADE. � J COLOR: MATCH O ACM/ METAL CLADDING PRECAST SEE CIVIL DRAWINGS O AL F CONC. WALL FINISH COLOR I S 3AXI N P E STI G CONC. SIDEWALK APRON OR STOOP � O CW -1 0 7-1/2' CURTAIN WALL SYSTEM CONC. SIDEWALK APRON OR STOOP. SEE Z 3B = MANUFACTURER: KAWNEER FOUNDATION DETAILS & SITE PLANS Q O SYSTEAd: CLEARWALL O _ EXISTING PRE -CAST CONCRETE WALL PANELS, 8" " EXTERIOR VERT. & HORIZ. SIGHTLINE 3 58 C / Z THICK NOMI INSULATED. PAINTED TO MATCH — - 2-1/2- INTERIOR FRAME SIGHTDNE O NAL, W 2 / INDICATED PAINT COLOR W E"IASTOMERIC TEXTURED R D J O FRAME COLOR: MILK WHITE OR EQUAL PAINT SYSTEM, WHERE NOT COVERED W/ ACM OR Q O GLASS: SEE GLASS TYPES BELOW METAL CLADDING CONTACT: COLIN BROSMER, (770) 248-2784LTJ FOR DIMENSIONAL INFO 3D EXISTING PRECAST CONC. R 4" HIGH x 3/4" (SEE A5xx SHEETS 0 DI EN D DEEP O CW -2 7-1 2' CURTAIN WALL SYSTEM EXISTING PRECAST CONC. MEDALLION, 2'-0" x in C] % 3E 2'-0', 3/4" DEEP MANUFACTURER: KAWNEER4A EXISTING 10' STANDARD FACE CONC. BLOCK WALL Z 15z SYSTEM: 1600 WALL SYSTEM 1 O FRAME COLOR: CLEAR ANODIZED ALUMINUM EXISTING STEEL GUARDPOST, 6"0, CONC, FILLED, UiQ GLASS: CLEAR 1" INSULATED, LOW -E, LOW IRON 5A PAINTED. PAINT WITH P-4 — O FRONT GLAZEDSTEEL GUAROPOST, 4"0, SHOP -PRIMED, & CONC, X W (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 58 FILLED. SIMILAR TO DETAIL 1/A421. COVERED W/ W w SF -1 1 4-112" STOREFRONT GLAZING SYSTEM 6"0 SLANTED TOP 316 STAINLESS STEEL SCHEDULE F - MANUFACTURER: KAWNEER 10 W/ #4 BRUSHED FINISH. TOP OF POST TO BE FRAME COLOR: CLEAR ANODIZED ALUMINUM 42" ABOVE FINISH CONC. ELEVATION. 0 GLASS: CLEAR 1" INSULATED, LOW -E, 7A EXISTING SNAP-ON METAL COPING SYSTEM. UPDATE J co FRONT GLAZED FINISH TO MU CH WALL COLOR O (SEE A5xx SHEETS FOR DIMENSIONAL INFO) 78 SNAP-ON METAL COPING SYSTEM. MATCH WALL W GL -1 WHITE TRANSLUCENT GLAZING FOR CW -1 O COLOR 0 V) MANUFACTURER: PPG IDEASCAPES 7C ALUMINUM COMPOSITE MATERIAL (ACM) DRY JOINT 0 WQ PRODUCT: INSULATED VELOUR LOW -E GLAZING UNIT BUILDING PANEL SYSTEM, WITH MOISTURE DRAINING - OUTER PANE: 1/4' STARPHIRE W/ WALKER AND RAINSCREEN SYSTEMSW ALUMINUM COMPOSITE METAL (ACM) PANEL COPING. O ACID ETCH VELOUR #1 HS 7D INTEGRAL PART OF ALUMINUM COMPOSITE METAL a c0 - INNER PANE: 1/4' STARPHIRE W/ LOW -E .- COATING #3 SURFACE HS (ACM) PANEL SYSTEM GL -2 1 CLEAR GLAZING FOR CW -1 7 E NOT USED MANUFACTURER: PPG IDEASCAPES EXISTING EXTERIOR INSULATION & FINISH SYSTEM PRODUCT: INSULATED LOW -E GLAZING UNIT 7F - OUTER PANE: 1/4" STARPHIRE W/ LOW -E (E.I.F.S.) ON 2` RIGID INSULATION APPLIED DIRECTLY Q TO CMU WALL COATING #2 SURFACE HS a - INNER PANE: 1/4" STARPHIRE HS8 EXISTING E.I.F.S. REVEAL, 4' HIGH x 3/4' DEEP O v GL -3 BLUE TRANSLUCENT GLAZING FOR CW -1 EXISTING E.I.F•S. MEDALLION, 2'-0' x 2'-0", 3/4" 7H � MANUFACTURER: PPG IDEASCAPES DEEP O CD N PRODUCT: INSULATED LAMINATED VENCEVE LOW -E O 7p 1/2` ALUMINUM FRAME CURTAIN WALL SYSTEM W/ 4) Lo GLAZING UNIT 1 INSULATED, LOW -E, CLEAR LOW -IRON GLASS. SEE W ._ - OUTER PANE: 1/4" STARPHIRE W/ WALKER PLANS & A5xx SHEETS > 1-rn ACID ETCH VELOUR 1 HS SB C ao - INNER PANE: 1/4 STARPHIRE W/ LOW -E O 7-1/2 ALUMINUM FRAME CURTAIN WALL SYSTEM I- cn (5/8" HORIZ. & VERT. SIGHT LINES) W/ 1' p ' COATING #5 SURFACE HS INSULATED, LOW -E, ETCHED TRANSLUCENT GLASS. 2 o Lo SEE PLANS & A5xx SHEETS O PFG -1 PLANAR FRAMELESS GLAZING SYSTEM 7-1/2" ALUMINUM FRAME CURTAIN WALL SYSTEM m MANUFACTURER: PILKINGTON (NSG) SC (5/8" HORIZ. & VERT. SIGHT LINES) W/ I- 0 Z PRODUCT: PILKINGTON PLANAR W/ LAMINATED INSULATED, LOW -E, CLEAR GLASS (DISPLAY WINDOW). Q - x GLASS FIN SUPPORTS (APPROX. 3/4" THICK), vi m DEPTH PER MFR'S. REQUIREMENTS SEE PLANS & A5xx SHEETS W .- U - PANELS: DOUBLE GLAZED INSULATED 8D PLANAR FRAMELESS GLAZING SYSTEM W/ 1' ch a GLASS ANELS INSULATED LOW -E, CLEAR LOW -IRON .SEE o GLASS O m LOW -E, LOW IRON PANELS PLANS & A5xx SHEETS M c co 8E ' l 4-1/2ALUMINUM FRAME STOREFRONT SYSTEM W c O i" INSULATED, CLEAR LOW -E GLASS. SEE PLANS & _ A5xx SHEETS '" OEXISTING 8F 4-11t ALUMINUM FRAME STOREFRONT x� SYSTEM W/ 1 INSULATED CLEAR LOW -E GLASS OaG ALUMINUM FRAME STOREFRONT DOORS MEDIUM STILE. SEE PLANS & A5xx SHEETS AUTOMATIC SLIDING LOW -IRON CLEARY 8H GLASS ENTR O DOORS. SEE PLANS & A5xx SHEETS v 8K DORAIA ESA500 AUTOMATIC SLIDING CLEAR GLASS ENTRY O P A5xx DOOR W FIXED SIDELIGHT. SEE TANS & A5 SHEETS O ELIC / !'- G 8L EXISTING HOLLOW METAL DOOR{S}, PAINTED TO V J MATCH WALL 8M EXISTING INSULATED OVERHEAD SECTIONAL DOOR aNEXISTING FULL GLASS OVERHEAD DOOR CAR WASH G DUTY RATED Q� O8P HIGH SPEED, FULL VISION ROLL -UP DOOR. SEE PLANS `O & A5xx SHEETS. MATCH LOOK OF EXISTING HIGH SPEED DOOR IN SERVICE SHOP �O 8Q EXISTING HIGH SPEED, FULL VISION ROLL -UP DOOR 8R EXISTING ALUMINUM FRAME STOREFRONT DOOR SS VISTA AIR VERTICALLY FOLDING WALL PANELS. SEE " PLANS & A5xx SHEETS, 8 0 0 0 10A 12"x12' LED LANE SIGN, WITH GREEN 'DOWN ARROW' & RED 'X', AS MFD. BY DIRECTIONAL SYSTEMS. u-) PRODUCT NUMBER 7577 (4 REQ'D. 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EXTERIOR D [ Q w [e n ELEVATIONS FEB0�,2018 By A213 I I 120'-0" 4' T/PRECAST (EXIST.) GENERAL NOTES: G1, THIS DRAWING IS FOR GENERAL DISCUSSION WHERE AN OVERVIEW OF THE ENTIRE FACILITY IS REQUIRED G2, SEE A21 x SHEETS FOR DETAILED ELEVATION INFORMATION 126'-4" 0 T JLR ACM FACADE 124'-0" — --------------------- T/PRECAST (EXIST.) �120�-0" _ 4 T/PRECAST (EXIST.) 113'-2 1/2" SHOWROOM WINDOWS -124'-0" „ T/PRECAST (EXIST.) 128-0" T/PRECAST (EXIST.) NORTH ELEVATION REAR SCALE: 3 /Y2 -w-= �1 128'-0" T/PRECAST (EXIST.) j I I 126'-4" --------- T/VOLVO GLASS FACADE 100'-0" FINISH 1st FLOOR 126'-4" 4' T/JLR ACM FACADE 113'-2 1/2" T/LR SHOWROOM WINDOWS 100'-0" „ FINISH 1st FLOOR LAND ROVER SHOWROOM EAST ELEVATION LEFT SIDE SCALE: 3732"= V-0' 128'-0" T/PRECAST -(EXIST.) I —J WEST ELEVATION RIGHT SIDE 771 F- -�.3q '=l - 126'-4" T/VOLVO GLASS FACADE EAST ELEVATION LEFT SIDE SCALE: 3 32 =1 - 128'-0" T/PRECAST (EXIS 124'-0" T/PRECAST (EXIS 120'-0" lh T/PRECAST (EXIST.) 100'-0" FINISH 1st FLOOR 1-26'-4"� T/JLR ACM FACADE 113--2 1/2" T/JLR SHOWROOM WINDOWS U 100-0" FINISH 1st FLOOR 124'-0" T/PRECAST (EXIS I _ 128'-0„ T/PRECAST (EXIS ------------ -----------------� 126-4., ----------------------------------------I T/VOLVO GLASS FACADE 124'-0" T/PRECAST (EXIST.) ---- _ 120'-0„ T/PRECAST (EXIS SOUTH ELEVATION (FRONT S('AI F• 100'-0" FINISH 1 st FLOOR 1 7 - JAN 1 8 told "T s��o�o=��OWFOWa�3� w�'w zo146aLL =�a�oFooN 0 itsP8;W oW=�Za �o a "=N S K Z N O W W = Z O~ N W U Z Z N d O Y W 4 k0 S= O O U W W= X�w mo O O 4- 04 0 > dam' J Z OQ >Z U N J O = W co O> WOpz W o� U z U)O 'Q LTJJ Ld CifH 0 Lli a� 0 H L L.LJ � c�0 d' 0 J ll 0 a_ OO .- Li o4 O N r- W Lo +% r rn > � cn d 0 m O CD O cnItti O Z X a W �' m 0 CL M g c m 0 J ll 0 Li � d 0 m m Lj Y 0 Q a a � 3a wa cc cto © 2017 BALAY ARCHITECTS, INC. OVERALL EXTERIOR ELEVATIONS A201 i �a SITE s b Y W W OCA W U J W U St St o Gam' Q We z Q � � Z F ° 96TH ST SOILS MAP scnLE: ,° = 300' � UTILITIES - CARMEL PERMITS Carmel DOCS One Civic Square Carmel, IN 46032 Angie Conn — (317) 571-2417 STREETS & STORM SEWER Carmel Engineering Dept. One Civic Square Carmel, IN 46032 Gary Duncan — (317) 571-2441 FIRE Carmel Fire Department Two Civic Square Carmel, IN 46032 Chris Ellison — (317) 571-2600 SANITARY SEWER Clay Twp. Regional Waste 10701 N. College Ave., Suite A Indianapolis, IN 46280 Ryan Hartman — (317) 844-9200 WATER Citizens Water Company 1220 Waterway Boulevard Indianapolis, IN 46206 (317) 263-6319 GAS VECTREN ENERGY P.O. BOX 1700 Noblesville, IN 46061 Joanie Clark — (317) 776-5532 WATER Carmel Water 760 Third Avenue SW Carmel, IN 46032 Paul Pace — (317) 733-2855 ELECTRIC DUKE ENERGY 16475 Southpark Drive Westfield, IN 46074 Shirley Hunter— (317) 896-6711 TELEPHONE AT&T 5858 North College Avenue Indianapolis, IN 46220 Steven Krebs — (317) 252-4275 CABLE TV Brighthouse Networks 3030 Roosevelt Avenue Indianapolis, IN 46218 Jason Kirkman — (317) 632-9077 Utility Hotline: within Indiana 1-800-382-5544 outside Indiana 1-800-428-5200 NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. SE 1/4 SEC. 8—TtM—NE TOM WOOD JAGUAR LAND ROVER VOLVO 4620 EAST 96TH STREET CARMEL, INDIANA CONSTRUCTION PLANS DEVELOPER. TOM WOOD INC. 9820 ASSOCIATION COURT INDIANAPOLIS, IN 46280 317-574-0143 Fax -573-9895 Contact: KEVIN CAUBLE email k.cauble@tomwood.com ENGINEER. ROGER WARD ENGINEERING, INC. 7474 NOEL ROAD INDIANAPOLIS, IN 46278 317-251-1738 Fax -251-1923 Contact: ROGER WARD email: rward@rw-engineeering.com rATnTnTnTiTnna, 44 SITE MAP SCALE : 1" = 100' INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS REVISIONS LATEST EDITION TO BE USED WITH THESE PLANS INDEX DATE: DESCRIPTION SHEET No. DESCRIPTION C100 COVER SHEET C1 EXISTING CONDITIONS & SITE DEMOLITION PLAN C101 OVERALL SITE PLAN C102 SITE & UTILITY PLAN C103 GRADING & DRAINAGE PLAN C1 03A SWPP PLAN C104 SWPP DETAILS C105 SWPP SPECIFICATIONS C801 -C802 CONSTRUCTION DETAILS C901 SPECIFICATIONS C902 CARMEL CONCRETE CURB POLICY AREA MAP SCALE: 1 " = 500' DEVELOPMENT SUMMARY BUILDING FOOTPRINT = 48,270 SF SITE AREA = 12.18 AC+/ - RE -DEVELOPED AREA = 0.89 AC+/ - ZONING = B-3 FRONT SETBACK: 30' PER PLAT SIDE SETBACK: O' PER PLAT COVERAGE RATIO = 65% LAND DESCRIPTION Lot 3 in East 96th Street Auto Park, an addition in the City of Carmel, in Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 200100000285 in the Office of the Recorder of Hamilton County, Indiana, containing 12.18 acres, more or less. CONSTRUCTION NOTES 1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN INDIVIDUAL LOT PERMIT. 2. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. CERTIFIED BY: ROGER C. WARD, JR., P.E. THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF ROGER WARD ENGINEERING AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF ROGER WARD ENGINEERING. 2017, ROGER WARD ENGINEERING, INC. G� I� 00 Cl) C-4 04 co ZQ N Q X U .0 W J M C _j 0: w IL, 0 LO ZZQ N � Z m g U C) X N g 5.:LO mN m Z>t'w >Wd Z '�pSTEV v,P% No. PE19800489 -o = STATE OF ; I ANP\��C,���• //''FSS/ONAL�ENG`�\. BY DATE: 12/15/17 SHEET C 100 OF 12 ,JO,B#: PAKQ 5 jL48 JAN 1 8 2018 0 O vow i 9 mm mom .wo I 4• Y l EXISTING BUILDING ` I f i FOOTPRINT = 42,286 SF 1 FFE = 743.46 t I 8 �! 10 3 STORM /MANHOLE 26 MM=743.20 / INV(NE):12"PVC=737.20 ✓ INV(S):12"RCP=737.28 \ p tp ; t4-..... ..._4Y,� ��3 XISTING 24"X24" INLET 6UILDI ' I _� �> I RIM=742.10 INV(N): 12"RCP=736.52 �h2 ; "` A INV(W): 18"RCP=736.38 INV(SE): 18"RCP=736.50 Y_ n ' INV($): 6'CPP=739.4± aa 1` i �t r- _- - - ! I ! i ! o ! 72 , � ,■ i i I 1 ___ I __ 4 '1 to If.+ i I i * r C(- ii er M1i1N1MMli■■■■■�■tl�wrwl■■MI IIIlIIItr�I■■■11I■I■I� �>iII~ ■�M.�>42 i ii --------------------------- _ - sF - w- -mm a IN of a a F � -m v a Fn::7- et a >�[ r -Mm a VWn- rlr aint �w ins _ ° !I ESS/EGRESS ESMT. & U. E. I; ' ,'• IN li Ip ii i! i iI 4 �i ii !{ i 4 � ( t ,f 6i {! ii 0 H.S.L. If000 .000I ii it I)00- 19 11 i I I ', � &'�°''z-T A�,• � AZA i' p " ■ man a ■ IN .. is CURB i _ 10 U.E. CURB=741.48 CURB INLET ` `� �"" _'✓ti` -`, GUTTER=741.08 CURB=741.33 r� INV(NW): 18"RCP7GUTTER=740.95 4 INV(W)15"RCP=737 INV(E): 15"RCP=736.6436.64 : .65 � � �•'',� � 1 II I INV(NE): 6"CPP=737.45 - INV(S): 6"CPP=737.18 ..... _ ♦ ° ' 1° _ --� i- - - - ", ".- - _,. - - - " "- - _.. TEMPORARY CONSTURCTION _ �' V .� • � �`"' '� � - _ ! �•i ENTRANCE r i EX. DEVELOPMENT SUMMARY BUILDING FOOTPRINT = 42,286 SF SITE AREA = 12.18 AC+/ - DISTURBED AREA = 0.89 AC+/ - ZONING = B-3 FRONT SETBACK: WIPER PLAT SIDE SETBACK: O' PER PLAT EXISTING PARKING = 594 SPOTS I•"el_:� I _I Via l ► •1m, THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. BENCHMARK NOTE PROJECT BENCHMARK: HAMILTON COUNTY GEODETIC CONTROL DISK (STATION NAME HCBR 246) SET ON THE NORTHWEST CONCRETE BRIDGE ABUTMENT OF THE 96TH STREET (COUNTY LINE ROAD) BRIDGE OVER WHITE RIVER. ELEV.=745.66 (NGVD 29) 745.24 (NAVD 88) LEGEND -- sem- - EXISTING SANITARY SEWER & MANHOLE - STM DEMOLITION NOTES STORM SEWER; INLET & M.H. 1. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF EXISTING ITEMS OR STRUCTURES TO BE DEMOLISHED. - WTR 2. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF WATER LINE PROTECTION AS NEEDED TO PROTECT OWNER'S PERSONNEL AND THE EXISTING GENERAL PUBLIC FROM INJURY DUE TO THE DEMOLITION AREA. - UGE 3. REPAIR ALL INCIDENTAL DAMAGE TO ADJACENT FACILITIES CAUSED BY UNDERGROUND ELECTRIC LINE GENERAL DEMOLITION AT NO ADDITIONAL COST TO OWNER. EXISTING 4. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 5. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION AND/OR REQUIRED PERMITS FROM LOCAL JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF ASSUMED NORTH REQUIRED BY GOVERNING JURISDICTION. SCALE: 1"=30 ' 6. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING FROM UTILITY 0 30 60 COMPANY. 7. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT DUST, DIRT, AND DEBRIS TO LOWEST 0 PRACTICAL LEVELS. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. • 8. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. ' USE SUCH METHODS AS NECESSARY TO COMPLETE DEMOLITION SHOWN ON DRAWINGS. ,'' below. Know what's 9. COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM Call before you dig. DEMOLITION WORK. PROVIDE FILL CONSISTING OF APPROVED EARTH, GRAVEL OR SAND, FREE OF TRASH AND DEBRIS, STONES OVER 6" ^ DIAMETER, ROOTS, TOPSOIL, AND OTHER ORGANIC MATTER. PER INDIANA STATE LAW IS -69-1991. Q O IT IS AGAINST THE LAW TO EXCAVATE 10. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DEMOLITION OPERATIONS FROM SITE. TRANSPORT AND LEGALLY DISPOSE DAYS BEFORE COMMENCING WORK. OF MATERIALS FROM SITE. 11. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION 000 OPERATIONS, COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST v EXPOSURE OR ENVIRONMENTAL POLLUTION. 0zU 12. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, 0< EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION BARRICADES AND LEAVE SITE FREE OF DEBRIS. � w z 13. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. ED w RETURN FACILITIES AND SURFACES TO REMAIN TO THEIR EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED. EX. DEVELOPMENT SUMMARY BUILDING FOOTPRINT = 42,286 SF SITE AREA = 12.18 AC+/ - DISTURBED AREA = 0.89 AC+/ - ZONING = B-3 FRONT SETBACK: WIPER PLAT SIDE SETBACK: O' PER PLAT EXISTING PARKING = 594 SPOTS I•"el_:� I _I Via l ► •1m, THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. BENCHMARK NOTE PROJECT BENCHMARK: HAMILTON COUNTY GEODETIC CONTROL DISK (STATION NAME HCBR 246) SET ON THE NORTHWEST CONCRETE BRIDGE ABUTMENT OF THE 96TH STREET (COUNTY LINE ROAD) BRIDGE OVER WHITE RIVER. ELEV.=745.66 (NGVD 29) 745.24 (NAVD 88) LEGEND -- sem- - EXISTING SANITARY SEWER & MANHOLE - STM EXISTING STORM SEWER; INLET & M.H. - G EXISTING GAS LINE - WTR EXISTING WATER LINE EXISTING FIRE HYDRANT - UGE EXISTING UNDERGROUND ELECTRIC LINE - UGT EXISTING UNDERGROUND TELEPHONE LINE WvEXISTING VALVE; GAS & WATER ® EXISTING ELECTRIC MANHOLE & TRANSFORMER T❑ EXISTING TELEPHONE MANHOLE & PEDESTAL ® EXISTING STORM INLET C EXISTING LIGHT POLE EXISTING UTILITY POLE HATCHING DENOTES BUILDING DEMOLITION. REFER TO ARCH PLANS FOR INSIDE DEMOLITION. HATCHING DENOTES SIDEWALK, CURB AND CONCRETE REMOVAL HATCHING DENOTES PAVEMENT REMOVAL, SAWCUT EDGE OF PAVEMENT TO BE REMOVED - - - �' - - • - - - - SWPP CONSTRUCTION LIMITS _..r... - REVISED FLOODWAY PER APPROVED LOMR ------ -- REVISED FLOODPLAIN PER APPROVED LOMR MS MULCH SOCK (PERIMETER CONTROL) SF SILT FENCE (PERIMETER CONTROL) PI PAVED AREA INLET PROTECTION / CATCH BASIN SEDIMENT INSERT Cop U) wZ L J C' z O U wz 0 w g ao a a O N � 0)J w a W <, ^ ui Q O N (� 000 Z v 0zU 0< C6 � w z w L ED w O d CL m (j) Z Z N a> o � g o g �Zv �' Ld w w Z z LU J_ U W Z W Q Z J 00- I- Z O Z 0 -� UO G Z W Q I- v♦ X W W 0 J O� w Q Z OW 0> VJ a Z � o 0 � Z W J< W W Q O� o U Q N (10Q ICI I IWA,?, No. PE19800489 STATE OF ; //''%SS/0NAL,E�G`�\. BY: mm DATE: 12/15/17 SHEET c 1 OF 12 JOB#: BAX.005 WILLIP,MSON RUN HOMEOWNERS /ASSOCI4TION, INC. U Cn U W J Cn C/) W W W w n cn � W W v W W U W L.L Q U THORM AN REAL ESTATE NORTH HAVEN OWNERS COMPANY, LLC ASSOCIATION, INC. DONALD BOTTAMILLER ASSUMED NORTH SCALE: 1 "= 40 ' 0 40 80 Y� Know when below. " Call before you dig. LSU 4 EXISTING SINGLE LIGHT POLE oO EXISTING DOUBLE LIGHT POLE 19 NUMBER OF PARKING STALLS REVISED FLOODWAY PER LOMR REVISED FLOODPLAIN PER LOMR X N N r r C7 LAND DESCRIPTION Lot 3 in East 96th Street Auto Park, an addition in the City of Carmel, in Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 200100000285 in the Office of the Recorder of Hamilton County, Indiana, containing 12.18 acres, more or less. PR. DEVELOPMENT SUMMARY BUILDING FOOTPRINT = 44,844 SF SITE AREA = 12.18 AC+/ - RE -DEVELOPED AREA = 0.89 AC+/ - ZONING = B-3 FRONT SETBACK: 30' PER PLAT SIDE SETBACK: O' PER PLAT COVERAGE RATIO = 65% PROPOSED PARKING = 577 SPOTS non U) W z } . > .. _ __ ......__._._ _.. _...._... w a F y, HJ i O'BRIEN HOLDINGS, LLC Z o wa U WOOD HYUNDAI R E LLC O w J f 00 ;> a- , N _._ ,o a N t0 zh'1 3 110-4 WZ N ¢ o 00 W V Q` Z v C V O z O U W �0- M c 9WH v., W d Z N d Z Q N I I I i I gV I Z Cn 1 W W ' W z c� x Z W J A U i ji t i ASSUMED NORTH SCALE: 1 "= 40 ' 0 40 80 Y� Know when below. " Call before you dig. LSU 4 EXISTING SINGLE LIGHT POLE oO EXISTING DOUBLE LIGHT POLE 19 NUMBER OF PARKING STALLS REVISED FLOODWAY PER LOMR REVISED FLOODPLAIN PER LOMR X N N r r C7 LAND DESCRIPTION Lot 3 in East 96th Street Auto Park, an addition in the City of Carmel, in Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 200100000285 in the Office of the Recorder of Hamilton County, Indiana, containing 12.18 acres, more or less. PR. DEVELOPMENT SUMMARY BUILDING FOOTPRINT = 44,844 SF SITE AREA = 12.18 AC+/ - RE -DEVELOPED AREA = 0.89 AC+/ - ZONING = B-3 FRONT SETBACK: 30' PER PLAT SIDE SETBACK: O' PER PLAT COVERAGE RATIO = 65% PROPOSED PARKING = 577 SPOTS non U) W z HJ Z o wa U O w z Z W 00 a- N a N t0 zh'1 110-4 WZ N ¢ o 00 W V Q` Z v C V O z O U W �0- M c 9WH ' W d Z N d Z Q N It gV Z Cn 1 W W ' W z c� Z W J U Z a_ W Cn J J Q W O N z 0 w M'.:ciwiv O J LU F_O W Q � Z 0 > U) < 0 2 � Z C)� J �� W O J w � Of o U Q N a No. PE19800489 -o = STATE OF E�G`` S /1/111III1►� \� BY: 61IM DATE: 12/15/17 SHEET C101 OF 12 JOB#-. BAX.005 6 STRAIGHT CONC. CURB ISLAND PAVERS TYP. PARKING PAVERS DUAL EA D E.V:. CHARGIN(1� STATION FLUSH -CURB (DARKER THAN STRIPES) FOR PAVER Pr ` 7, :777 rt s CURB INLET O CURB=741.48 ` GUTTER=741.08 a ` r INV(NW): 18'RCP=736.64 INV(E): 15'RCP=736.64 INV(S): 6"CPP=737.18 LIGHT GRAY CONCRETE, SMOOTH, SAND BLASTED FINISH WITH REVEALS AT 30" O.C. EA. WAY � f � E 4 r A P DUAL HEAD E.V. CHARGING STAl10N BOTH SMALL SEA > ' 5 PEBBLES WHITISH 3 0 "t , , _ Q � a CURB INLET CURB=741.33 GUTTER=740.95 IN V(W): 15"RCP=737.65 I N V(NE): 6"CPP=737.45 LAND DESCRIPTION Lot 3 in East 96th Street Auto Park, an addition in the City of Carmel, in Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 200100000285 in the Office of the Recorder of Hamilton County, Indiana, containing 12.18 acres, more or less. UTILITY SERVICES NOTE CONTRACTOR TO MAINTAIN UNINTERRUPTED UTILITY SERVICE (WHENEVER POSSIBLE) TO BUILDING DURING CONSTRUCTION. VERIFY WITH PROJECT'S MEP THAT ALL EXISTING UTILITY SERVICE CONNECTIONS ARE SUFFICIENT FOR THE PROPOSED BUILDING IMPROVEMENTS. PR. DEVELOPMENT SUMMARY BUILDING FOOTPRINT = 44,844 SF SITE AREA = 12.18 AC+/ - RE -DEVELOPED AREA = 0.89 AC+/ - ZONING = B-3 FRONT SETBACK: 30' PER PLAT SIDE SETBACK: O' PER PLAT COVERAGE RATIO = 65% PROPOSED PARKING = 577 SPOTS I Ct+sKin EXISTING SANITARY SEWER & MANHOLE 3u EXISTING STORM SEWER; INLET & M.H. - - - _. GAS LINE . EXISTING WATER LINE f FIRE HYDRANT --- EXISTING UNDERGROUND ELECTRIC LINE EXISTING I E E-�J EXISTING 3 i I _ f EXISTING TELEPHONE MANHOLE & PEDESTAL EXISTING y EXISTING SINGLE LIGHT POLE EXISTING DOUBLE LIGHT POLE EXISTING I PROPOSED STORM SEWER M.H. 19 NUMBER OF PARKING STALLS © NEW ASPHALT PAVEMENT �;.. MAIN CONSTRUCTION LIMITS Wa 0 OF LAND DISTURBANCE 00 s i REVISED FLOODPLAIN PER LOMR NN CO 0) W r1 E WNE z I VOZvuj £ I 6 STRAIGHT CONC. CURB ISLAND PAVERS TYP. PARKING PAVERS DUAL EA D E.V:. CHARGIN(1� STATION FLUSH -CURB (DARKER THAN STRIPES) FOR PAVER Pr ` 7, :777 rt s CURB INLET O CURB=741.48 ` GUTTER=741.08 a ` r INV(NW): 18'RCP=736.64 INV(E): 15'RCP=736.64 INV(S): 6"CPP=737.18 LIGHT GRAY CONCRETE, SMOOTH, SAND BLASTED FINISH WITH REVEALS AT 30" O.C. EA. WAY � f � E 4 r A P DUAL HEAD E.V. CHARGING STAl10N BOTH SMALL SEA > ' 5 PEBBLES WHITISH 3 0 "t , , _ Q � a CURB INLET CURB=741.33 GUTTER=740.95 IN V(W): 15"RCP=737.65 I N V(NE): 6"CPP=737.45 LAND DESCRIPTION Lot 3 in East 96th Street Auto Park, an addition in the City of Carmel, in Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 200100000285 in the Office of the Recorder of Hamilton County, Indiana, containing 12.18 acres, more or less. UTILITY SERVICES NOTE CONTRACTOR TO MAINTAIN UNINTERRUPTED UTILITY SERVICE (WHENEVER POSSIBLE) TO BUILDING DURING CONSTRUCTION. VERIFY WITH PROJECT'S MEP THAT ALL EXISTING UTILITY SERVICE CONNECTIONS ARE SUFFICIENT FOR THE PROPOSED BUILDING IMPROVEMENTS. PR. DEVELOPMENT SUMMARY BUILDING FOOTPRINT = 44,844 SF SITE AREA = 12.18 AC+/ - RE -DEVELOPED AREA = 0.89 AC+/ - ZONING = B-3 FRONT SETBACK: 30' PER PLAT SIDE SETBACK: O' PER PLAT COVERAGE RATIO = 65% PROPOSED PARKING = 577 SPOTS I Ct+sKin EXISTING SANITARY SEWER & MANHOLE 3u EXISTING STORM SEWER; INLET & M.H. - - - EXISTING GAS LINE Q-- EXISTING WATER LINE EXISTING FIRE HYDRANT --- EXISTING UNDERGROUND ELECTRIC LINE EXISTING UNDERGROUND TELEPHONE LINE E-�J EXISTING VALVE; GAS & WATER EXISTING ELECTRIC MANHOLE & TRANSFORMER EXISTING TELEPHONE MANHOLE & PEDESTAL EXISTING STORM INLET EXISTING SINGLE LIGHT POLE EXISTING DOUBLE LIGHT POLE EXISTING UTILITY POLE PROPOSED STORM SEWER M.H. 19 NUMBER OF PARKING STALLS © NEW ASPHALT PAVEMENT �;.. MAIN CONSTRUCTION LIMITS Wa 0 OF LAND DISTURBANCE 00 REVISED FLOODWAY PER LOMR REVISED FLOODPLAIN PER LOMR BUILDING ADDITION ASSUMED NORTH SCALE: 1 "= 30 ' 0 30 60 1 N%�� SIIYIk11 Y� Know what's below. Call before you dig. SITE AND UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS. 3. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE), HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 4. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 5. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 6. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 7. ALL WATER MAINS TO HAVE A 54" MINIMUM COVER OVER TOP OF PIPE. 8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT—OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OFT E H BUILDING. 9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY PLACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS, AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 11. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 12. ALL 6" PVC SANITARY SEWER LATERALS SHALL BE INSTALLED AT A MINIMUM SLOPE OF 1.04% AND HAVE A 48" MINIMUM COVER OVER TOP OF PIPE. 13. ALL LATERALS ARE REQUIRED TO HAVE TRACER WIRE INSTALLED ON THE TOP OF THE PIPE FROM THE SEWER MAIN TO THE CLEANOUT. 14. CONTRACTOR TO REFER TO SITE LIGHTING PLAN FOR LOCATION OF LIGHT POLES. CONTRACTOR TO PROVIDE SUFFICIENT CONDUIT WHERE ELECTRIC LINES CROSS PAVEMENT. 15. ALL UNDERGROUND UTILITY SERVICE LINES AND CONNECTIONS TO ADHERE TO THEIR RESPECTIVE COMPANY MINIMUM COVER REQUIREMENTS. RIGHT-OF-WAY NOTE DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION - OF THE CITY AT THE COMPLETION OF THE , PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF THE CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 000 U) w~ z E-�J z o U Wa 0 z z 00 w a. d. NN CO 0) W v a WNE z VOZvuj Uw a zw W ��M J z gwZ w d —.m m d Z Q N z ��� . U) z w , w z z w J_ U J_ 06 w M s �v m N m 00 Z o ,;] 6: La oo� 0 0 J � w W Q Z 0 2 � 0 I.— Z C) J 0 �jwQ 0� o U Q N a `\`x%1111111111///,/ R C. WAR No. PE19800489 ,-a = STATE OF ; S/0NA�1E1���` BY: /&C"Wm DATE: 12/15/17 SHEET C1 02 OF 12 JOB#: BAX.005 1 LEGEND EXISTING SANITARY SEWER & MANHOLE EXISTING STORM SEWER; INLET & M.H. _ PROPOSED STORM SEWER; INLET VOW BEE HIVE INLET, M.H. AND END SECTION EXISTING CONTOUR LINE 1 PROPOSED CONTOUR LINE 760.00 PROPOSED TOP OF CURB/ _ W,._ ....... _ _ _ 759.50 GUTTER GRADE 7so.00 PROPOSED GRADE - - - - - - - - - - DRAINAGE SWALE W/ UNDERDRAIN •...._ DRAINAGE FLOW ARROW wMAIN CONSTRUCTION LIMITS I I OF LAND DISTURBANCE '- .;. . of f .,e•a' Y, w E : a , i REVISED FLOODWAY PER LOMR X -SEC 1.127 � 100 -YR FLOOD J; - ,_ , REVISED FLOODPLAIN PER LOMR ELEVATION 740.91 -_ PER LOMR 6/19/15 I EMERGENCY OVERFLOW PATH , I I _ 100 -YR OVERFLOW CONTOUR v v v FFE FINISH FLOOR ELEVATION 1 MFPG MINIMUM FLOOD PROTECTION GRADE r;r (CALCULATED TO BE 2 FEET ABOVE THE 100 -YR ELEVATION OF CARMEL CREEK'S I X -SEC = 740.91 + 2.00 = 742.91) `- MLAG MINIMUM LOWEST ADJACENT GRADE IMMEDIATE TO THE BUILDING = 741.30 MATCH EX FFE = 743.46 742.91 MFPG MLAG - 743.26 �_ _ 726 s STORM , MANHOLE 8" S.S.D. • RIM=743.20 INV. 737.87 , m ... "1�P`VG==737.20 ':12 fiCP=737.28 s x # d I 15.. / E ( I I 0 x .. I I J 41, 24"X24" INLET ` 743.35 -Wi:i-742.104 12"RCP=736.52: 742. "F ;_ _ k F I " T, IN "1..__1B"&C1 736.38 s IN E): 18"RCP=736.50 a' r M.E It 6 CPP 739.41 x I '• r . 1 I 1a 147 # M - >> Y 05 723 ` ',q - 7142.70 M.E.an uses l / M.E. , es 743.10✓ 8" S.S.D. i 7 310 INV. 738.15 ms 1Ml 742.0 743.05 M E 1' 4 r.�a%,axe 7,2.55 i BMP -101 s 1 09 TC=742.16 I CE W/ry, 8" S. D. u 1 EX INV=736.57 �18 7.50 } I W IN "737.5 1 2� - 74300 - - 44 742 50 10 _ 440 k, y M.E. �:, .. ___ _ �IN1!W73$.47._ ..._ EX INV=736.58 (18") 2.30 I 9� NV = 36 (8") 41.80 I IN 737 1 , pr, f I ( � '.. 741.5 M.E. 1 M.E: 741 1 1 Al - IN,G- ESS EGRESS ESMT. 8c U. E. 4 E. 741.2 ,.,�� BUILDING ADDITION 11", STORM SEWER NOTE THE ON-SITE STORM SEWER SYSTEM TO REMAIN PRIVATE. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATERAT FULL FLOW CAPACITY SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL inmanai8i Know whars below. Call before you•i• PER INDIANA STATE LAW IS -69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. GRADING AND DRAINAGE NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.00%. 4. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS OTHERWISE SPECIFIED. 6. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 7. FILL PLACED ON-SITE SHALL BE COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY (ASTM D-698). REFER TO PROJECT GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 8. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 9. ALL STORM SEWER TRENCHES ARE TO BE BACKFILLED WITH GRANULAR MATERIAL. 10. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY SHALL APPLY FOR ALL STORM SEWER CONSTRUCTION. 11. MAXIMUM SLOPE OF 2.00% IN HANDICAPPED PARKING AREAS. 12. ROOF DRAINS AND FOUNDATIONS DRAINS TO BE KEPT SEPARATE. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FOUNDATION DRAINS AND DOWNSPOUTS. 13. STORM SEWER TO HAVE A 30" (2.5 FT) MINIMUM COVER OVER TOP OF PIPE. SITE FLOOD INFO THE SITE DOES LIE PARTIALLY WITHIN THE FEDERALLY DESIGNATED FLOOD ZONE AE PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0236 F, EFFECTIVE FEBRUARY 19, 2003 AND REVISED VIA LOMR WITH EFFECTIVE DATE OF 07/19/15. THE BASE FLOOD ELEVATION FOR THE BUILDING RENOVATION IS 740.91 FEET PER THE FEMA APPROVED LOMR DATED 07/19/15. XAt 02 ME: THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. BENCHMARK NOTE PROJECT BENCHMARK: HAMILTON COUNTY GEODETIC CONTROL DISK (STATION NAME HCBR 246) SET ON THE NORTHWEST CONCRETE BRIDGE ABUTMENT OF THE 96TH STREET (COUNTY LINE ROAD) BRIDGE OVER WHITE RIVER. V.=74 VD 2 88 ELE 5 66 (NG 9) 745.24 ( NAVD ) THESE PLANS UTILIZE THE NGVD 29 DATUM TO COINCIDE W/ THE FEMA LOMR. SITE NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. DRAINAGE SUMMARY TOTAL SITE AREA = +/-12.18 AC PROJECT LIMITS (DISTURBED AREA & BUILDING ADDITION) = 0.89 AC CAPTURED DRAINAGE AREA TO BE DETAINED = 0.68 AC DRAINAGE AREA ALLOWED TO DIRECT DISCHARGE = 0.21 AC ALLOWABLE DISCHARGES BASED UPON REDEVELOPMENT SCENARIO (PR 100yr <= EX 10yr, PR 10yr <= EX 2yr) ALLOWABLE RELEASE RATES 10 -YR = 2.22 cfs = (3.37-1.15 = EX 2yr disturbed area - PR 10yr direct discharge) 100 -YR = 2.93 cfs = (4.89-1.96 = EX 10yr disturbed area - PR 100yr direct discharge) DESIGN RELEASE RATES FROM PERMEABLE PAVERS 10 -YR = 2.14 cfs (8" underdrain outfall pipe) 0 ELEVATION = 739.81 100 -YR = 2.54 cfs (8" uinderdrain outfall pipe) ®ELEVATION = 740.55 VOLUME OF DETENTION REQUIRED IS 0.055 AC -FT VOLUME OF DETENTION PROVIDED IS 0.119 AC -FT 000 STORM SEWER TABLE (PRIVATE SYSTEM) STIR # TC/GUT* STRUCTURE TYPE CASTING TYPE INVERTS DOWNSTREAM PIPE DOWNSTREAM DETAIL ON INFORMATION STRUCTURE SHEET # 101 742.16 AQUA -SWIRL IN-LINE AS4 NW=736.57, SE=736.57 61 LF OF EX. 18" STM 0 0.137, EX 723 C802 102 741.98 STD. MANHOLE NEENAH R-1772 NW,SE=736.58, N,E,W=737.36 8 LF OF 18" HDPE 0 0.13% 101 C802 H l • � 743.22 2,- 3.20 e. - 743A 5 x � .1 43.20 343.15 z 0 742.75 U x !"hz z 743 , Ow ti 742 50 - 7 .85 C., r> cc') W --- 7 .35 L,� 742.40 Q CC 000 z � ,.,�� BUILDING ADDITION 11", STORM SEWER NOTE THE ON-SITE STORM SEWER SYSTEM TO REMAIN PRIVATE. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATERAT FULL FLOW CAPACITY SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL inmanai8i Know whars below. Call before you•i• PER INDIANA STATE LAW IS -69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. GRADING AND DRAINAGE NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.00%. 4. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS OTHERWISE SPECIFIED. 6. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 7. FILL PLACED ON-SITE SHALL BE COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY (ASTM D-698). REFER TO PROJECT GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 8. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 9. ALL STORM SEWER TRENCHES ARE TO BE BACKFILLED WITH GRANULAR MATERIAL. 10. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY SHALL APPLY FOR ALL STORM SEWER CONSTRUCTION. 11. MAXIMUM SLOPE OF 2.00% IN HANDICAPPED PARKING AREAS. 12. ROOF DRAINS AND FOUNDATIONS DRAINS TO BE KEPT SEPARATE. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FOUNDATION DRAINS AND DOWNSPOUTS. 13. STORM SEWER TO HAVE A 30" (2.5 FT) MINIMUM COVER OVER TOP OF PIPE. SITE FLOOD INFO THE SITE DOES LIE PARTIALLY WITHIN THE FEDERALLY DESIGNATED FLOOD ZONE AE PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0236 F, EFFECTIVE FEBRUARY 19, 2003 AND REVISED VIA LOMR WITH EFFECTIVE DATE OF 07/19/15. THE BASE FLOOD ELEVATION FOR THE BUILDING RENOVATION IS 740.91 FEET PER THE FEMA APPROVED LOMR DATED 07/19/15. XAt 02 ME: THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. BENCHMARK NOTE PROJECT BENCHMARK: HAMILTON COUNTY GEODETIC CONTROL DISK (STATION NAME HCBR 246) SET ON THE NORTHWEST CONCRETE BRIDGE ABUTMENT OF THE 96TH STREET (COUNTY LINE ROAD) BRIDGE OVER WHITE RIVER. V.=74 VD 2 88 ELE 5 66 (NG 9) 745.24 ( NAVD ) THESE PLANS UTILIZE THE NGVD 29 DATUM TO COINCIDE W/ THE FEMA LOMR. SITE NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. DRAINAGE SUMMARY TOTAL SITE AREA = +/-12.18 AC PROJECT LIMITS (DISTURBED AREA & BUILDING ADDITION) = 0.89 AC CAPTURED DRAINAGE AREA TO BE DETAINED = 0.68 AC DRAINAGE AREA ALLOWED TO DIRECT DISCHARGE = 0.21 AC ALLOWABLE DISCHARGES BASED UPON REDEVELOPMENT SCENARIO (PR 100yr <= EX 10yr, PR 10yr <= EX 2yr) ALLOWABLE RELEASE RATES 10 -YR = 2.22 cfs = (3.37-1.15 = EX 2yr disturbed area - PR 10yr direct discharge) 100 -YR = 2.93 cfs = (4.89-1.96 = EX 10yr disturbed area - PR 100yr direct discharge) DESIGN RELEASE RATES FROM PERMEABLE PAVERS 10 -YR = 2.14 cfs (8" underdrain outfall pipe) 0 ELEVATION = 739.81 100 -YR = 2.54 cfs (8" uinderdrain outfall pipe) ®ELEVATION = 740.55 VOLUME OF DETENTION REQUIRED IS 0.055 AC -FT VOLUME OF DETENTION PROVIDED IS 0.119 AC -FT 000 STORM SEWER TABLE (PRIVATE SYSTEM) STIR # TC/GUT* STRUCTURE TYPE CASTING TYPE INVERTS DOWNSTREAM PIPE DOWNSTREAM DETAIL ON INFORMATION STRUCTURE SHEET # 101 742.16 AQUA -SWIRL IN-LINE AS4 NW=736.57, SE=736.57 61 LF OF EX. 18" STM 0 0.137, EX 723 C802 102 741.98 STD. MANHOLE NEENAH R-1772 NW,SE=736.58, N,E,W=737.36 8 LF OF 18" HDPE 0 0.13% 101 C802 H C_ A wZ D H U) z 0 U !"hz z Ow ti w/ ^ Ww a. o C., r> cc') W J LLJ L,� Q CC 000 z � � o ozzU o 0U)M - 0 w n . F�1 w In Z Z g cV o mor; g �Zv w w z 0 Z W J U Z ^J CL rW V Q Z_ NQ L.L 06 V Z 0 CL �g U o Q'Nm U) ;Q 600411 Z�,;Jx X Q'aa; 00RZ, 0 J � � w wQ z 0 > W �O=� ��z Q CY) J Oz�j2 � J W LU Q � o U Q N Q No. PE19800489 -o = STATE OF ''• �•�`--- N D I ANP, ���\.` DATE: 12/15/1 SHEET C1 03 OF 12 JOB#: BAX.005 ASSUMED NORTH SCALE: 1 "= 30 ' 0 30 60 LEGEND EXISTING SANITARY SEWER & MANHOLE PROPOSED SANITARY SEWER & MANHOLE v v 1 I • ; - - EXISTING STORM SEWER; INLET & M.H. -- PROPOSED STORM SEWER MH EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED TOP OF CURB/ GUTTER GRADE PROPOSED GRADE I o ------------ UNDERDRAIN ;r J' ' MS MULCH SOCK (PERIMETER CONTROL) ' SF SILT FENCE (PERIMETER CONTROL) �r '` sl SILT FENCE INLET PROTECTION f �:: I ,a..:� PAVED AREA INLET PROTECTION / , Px xk x r �_; _ ., .. , 13 SCATCH BASIN SEDIMENT INSERT �J rT _K! FINISH F SH FLOOR ELEVATION ;„ FFE D , N SSD j DRAINAGE FLOW ARROW f g ^ u, 8• S.sb. 30 FOOT DRAINAGE OVERFLOW EASEMENT 4 38.96 3 I INV. 7 a , 4 WA� W • , ,. ,- .._ . - A-> BMP EASEMENT Hxi.fro.-" , _ -y �., , .s , v f, TTrE,, ';<m Q 0 SWPP CONSTRUCTION LIMITS f , GE° f S :_S i k 3 i ! i r � > s .. ..,. or REVISED FLOODWAY PER LOMR i' REVISED FLOODPLAIN PER LOMR -fi � .. --__., >.. ✓ ,..; ';,� r � I `....' , ,,.: ,, Citi r e � 1 8 S.D. x INV. 738.15 1 # E�1 Di 1 r k.; ,42 E___,___. W_ .^ x y�,,Y_„ r >, � 1 #b� , lam' �r I � (` _✓ i 7. 2 ws y, 1 � � 8• S..D. - ' . s. 1 s . 2.1 N I w ; J w IN 737.5 1 ;: ,� > 5,>; r ' --'^ -- _ �7 V. -4 . ... .,,,. .. ':;.,. '�/� ,. y..F 7-i"p:y�,,A- l U 33 pA �y : Y kk � : q �A y I{, s f �, , E 77 1 30 , , , �. , EROSION CONTROL NOTES 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 11. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE #5, AND IDEM'S INDIANA STORM WATER QUALITY MANUAL (OCT. 2007) IN DEVELOPING AREAS. 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. SITE NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. SITE FLOOD INFO THE SITE DOES LIE PARTIALLY WITHIN THE FEDERALLY DESIGNATED FLOOD ZONE AE PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0236 F, EFFECTIVE FEBRUARY 19, 2003 AND REVISED VIA LOMR WITH EFFECTIVE DATE OF 07/19/15. THE BASE FLOOD ELEVATION FOR THE BUILDING RENOVATION IS 739.79 FEET PER THE RECENTLY FEMA APPROVED LOMR DATED 07/19/15. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. OTHER UNDERGROUND UTILITIES THERE MAY ALSO BE 0 FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. Inflianal8i -, V' • •' • Call before you• • PER INDIANA STATE LAW IS -69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. C_ A wZ u) �1 �y O a z ^O w pG a o N 0) pq J dam' M OOQLL" U c � � ❑ Z o0(6c0zz _jJ9�w w a m cj) Z Z Q N ❑ 't o :wiLu g �Zv W W W z 0 z W J U \\\\\\\%I c I I I `\\\1C! 1WA Ill///��� ''GISTf l No. PE19800489 -o = STATE OF 111'14SIONAL�ENG`�\. BY: J� F6A 12/15/17 SHEET C1 03A OF 12 JOB#: BAX.004 i1!i♦!i�� I!i1!� it!i1!i1 PIPE DIRECTION CULVERT . . . 1FLOW. _ i�!i1!il I!i1!i♦ 1 NOTES 1. AVERAGE STONE SIZE FOR RIPRAP TO BE 6". 2. MINIMUM THICKNESS OF RIPRAP TO BE 18". La OR TO EDGE OF 3. GEOTEXIILE TO BE POLYFELT TS700 OR SAFETY LEDGE APPROVED EQUAL. PLAN VIEW 3 S -M./ B La W SWAll 5' 7' 7' RIPRAP DETAIL ® END SECTION & OVERFLOW z N COMPOST FILTER BERM DISTURBED AREAr`' SOM PLAN VIEW 10 YARD DUMPSTER WITH 10 MIL POLYETHYLENE LINER 10 MIL POLYETHYLENE LINER TO BE SECURED WITH A MINIMUM OF 12" OF OVERLAP OVER THE TOP OF DUMPSTER SECTION VIEW CONCRETE WASHOUT DETAIL UNDISTURBED AREA SECTION VIEW EXISTING CONTOURS DISTURBED AREAlo FILTER BERM 0UM =0 UNDISTURBED AREA PLAN VIEW ON PAVEMENT PERIMTER CONTROL MULCH SOCK DETAIL NOTE: CONTRACTOR CAN INSTALL JUST THE MULCH SOCK IN LIEU OF THE COMPOST FILTER BERM AS LONG MULCH SOCK IS SUBSTANTIAL ENOUGH TO STAY IN PLACE. •°'°• \ .°•o .°•ovo °-°'° Ovo PUBLIC ROAD '° °.° °•° 0o.°°•Oao•Oo.°eo•O.o.°e o.°0 150' (MIN) - � \ • e . • e•;oe -.•eo• •° e, ;e .•eO ;•,e°° - e-. ;°°e ,•°° -. °• e.• .°e• --°O • .•°" •°OO •.. e° • °°••. °• . ° ., ° . • SEE E PLAN ..0...0 0. ° •OO- ° ,°e°,O°°°°.°.°.O.° O 0.. 0. °.O°.O,o.O,o .O •o.00.°"o.°•0.0.0.0-O.00•o•o. °-O.-Oe.-O•o•O.o . 0.. -O.°-O.°•O.°•O.°•O.° 0.0 - -• o•o °.° -.;. •0.0.0 O.O. paa,Oe°,O.°,o. ;e 6" (MIN)° - °'e 0. o 2"-3" COARSE : ' 20' (MIN) - SEE PLAN AGGREGATE GEOTEXTILE FABRIC TO STABILIZE EXISTING PAVEMENT FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE & STAGING AREA 20' INLET M LIMIT OF TEMPORARY SUMP PLAN PERMANENT 10' 10' `FINISH GRADE INLET TEMPORARY SUMP GRADE PROFILE NOTE: TEMPORARY SILTATION SUMPS SHALL BE USED IN ALL AREAS AS SHOWN ON THIS PLAN UNTIL THE PAVEMENT IS PLACED. AT THAT TIME, SAND BAGS SHALL BE UTILIZED. TEMPORARY SEDIMENT TRAP DETAIL SCALE: NONE CROSSBARS � /�BEEHIVE INLET OR / II DRAINAGE COVER 24 W W LATHS SILT FENCE MATERIAL /�- SILT FENCE EXTENDS 6 BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE STORM SEWER GRATE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT VELCRO CLOSURE STORM DANDY HAG® SEWER GRATE CATCH BASIN SEDIMENT INSERT NO SCALE SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight........................................................... 4 oz/syd Grab Strength.......................................................... Warp 125 lbs. Elongation................................................................ Warp 50 % Trapezoidal Tear Strength ....................................... 50 lbs. Burst Strength......................................................... 200 psi UV Resistance.......................................................... > 70 % A. 0. S......................................................................... 50-80 Slurry Flow Rate ...................................................... 225 gpm/sq. ft Sediment Retention ................................................. 75 % Silt Fence Material Stakes 0 5' O.C. Fence Post N Ground Surface Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6 Below Ground Ground Surface Surface. SILT FENCE DETAIL (N.T.S.) Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5-4 Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2-3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5-2), while considering best seeding dates. See Figure 5-3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5-4 this sheet before final selection. Mulch Rate Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not covered by erosion control blanketing. Mulch must be anchored using a mulch anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Figure 5-2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5-8.3 2 1 2 2. Tall Fescue 25 .6 5.5-8.3 1 Red Clover** 5 .12 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8-7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5-8.3 2 1 Emerald Crownvetch** 10 .25 - Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0-7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5-8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Wheat or Rye Oats Annual Ryegrass Non -Irrigated* Irrigated Dormant Seeding** Temporary Seeding Dates Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. * Late summer seeding dates may be extended 5 days if mulch is applied. ** Increase seeding application by 50X FIGURE 5-3 Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 Ib. 40 lbs. Cover seed 1/4"deep* * Not necessary where mulch is applied. � Z J Z O U Z 0 w co a_ O ' C14 ■ LLI Q N O V�� � oz � OZ" 0 or0(6M 2 1 w n. > J O � c o: w ' � z Z N Q C) � o ti Z m U) . ' W W W Z 0 Z Lu J U W 0 > � i Upon d'N$ r m N Z�L;] Lij < F- �0�4i N Z O (n LLJ I \\����11111111/11�7// v No. ' PE19800489 -o = STATE OF ; BY: /4-t61w� DATE: 12/15/17 SHEET C1 04 OF 12 JOB#: BAX.005 0 �C r SOIL o o\ o u o o c v o Salt COND�1-nON o o �'? 0.o W = o o. a� Tolerance �0-46) C N O p C = O 0. _2 2= O O w P Wet Dry 6i 0 w ~ 4 Zo 1c 12 Gen. Soil Spray Creeping Red Fescue Festuca rubra 2 1 2 1 1 1 Med. 1 20-25 12-18 7-21 S Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25-35 12-18 10-20 MT Poa pratinsis Tall Fescue 2 1 1 1 1 1 Low 1 24-35 24-36 5-14 Festuca L arundinacea T Perennial ryegrass 2 1 2 - 1 2 Med 2 15-20 12-18 5-10 MT Lolium perenne High Crownvetch - 1 1 2 - - Low 1 5-10 24 14-21 T Coronilla varia Red Clover - 1 - 2 - - Med 1 7-10 18 5-10 S S Trifolium pratense -• o•o °.° -.;. •0.0.0 O.O. paa,Oe°,O.°,o. ;e 6" (MIN)° - °'e 0. o 2"-3" COARSE : ' 20' (MIN) - SEE PLAN AGGREGATE GEOTEXTILE FABRIC TO STABILIZE EXISTING PAVEMENT FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE & STAGING AREA 20' INLET M LIMIT OF TEMPORARY SUMP PLAN PERMANENT 10' 10' `FINISH GRADE INLET TEMPORARY SUMP GRADE PROFILE NOTE: TEMPORARY SILTATION SUMPS SHALL BE USED IN ALL AREAS AS SHOWN ON THIS PLAN UNTIL THE PAVEMENT IS PLACED. AT THAT TIME, SAND BAGS SHALL BE UTILIZED. TEMPORARY SEDIMENT TRAP DETAIL SCALE: NONE CROSSBARS � /�BEEHIVE INLET OR / II DRAINAGE COVER 24 W W LATHS SILT FENCE MATERIAL /�- SILT FENCE EXTENDS 6 BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE STORM SEWER GRATE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT VELCRO CLOSURE STORM DANDY HAG® SEWER GRATE CATCH BASIN SEDIMENT INSERT NO SCALE SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight........................................................... 4 oz/syd Grab Strength.......................................................... Warp 125 lbs. Elongation................................................................ Warp 50 % Trapezoidal Tear Strength ....................................... 50 lbs. Burst Strength......................................................... 200 psi UV Resistance.......................................................... > 70 % A. 0. S......................................................................... 50-80 Slurry Flow Rate ...................................................... 225 gpm/sq. ft Sediment Retention ................................................. 75 % Silt Fence Material Stakes 0 5' O.C. Fence Post N Ground Surface Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6 Below Ground Ground Surface Surface. SILT FENCE DETAIL (N.T.S.) Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5-4 Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2-3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5-2), while considering best seeding dates. See Figure 5-3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5-4 this sheet before final selection. Mulch Rate Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not covered by erosion control blanketing. Mulch must be anchored using a mulch anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Figure 5-2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5-8.3 2 1 2 2. Tall Fescue 25 .6 5.5-8.3 1 Red Clover** 5 .12 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8-7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5-8.3 2 1 Emerald Crownvetch** 10 .25 - Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0-7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5-8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Wheat or Rye Oats Annual Ryegrass Non -Irrigated* Irrigated Dormant Seeding** Temporary Seeding Dates Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. * Late summer seeding dates may be extended 5 days if mulch is applied. ** Increase seeding application by 50X FIGURE 5-3 Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 Ib. 40 lbs. Cover seed 1/4"deep* * Not necessary where mulch is applied. � Z J Z O U Z 0 w co a_ O ' C14 ■ LLI Q N O V�� � oz � OZ" 0 or0(6M 2 1 w n. > J O � c o: w ' � z Z N Q C) � o ti Z m U) . ' W W W Z 0 Z Lu J U W 0 > � i Upon d'N$ r m N Z�L;] Lij < F- �0�4i N Z O (n LLJ I \\����11111111/11�7// v No. ' PE19800489 -o = STATE OF ; BY: /4-t61w� DATE: 12/15/17 SHEET C1 04 OF 12 JOB#: BAX.005 PROJECT DESCRIPTION The site is located along the north side of 96th Street, east of Keystone Avenue and west of Gray Road, in Carmel, Indiana. The overall site is approximately 12.18 acres. The construction will disturb approximately 0.89 acres and will take place over a 24 month period. The existing site was previously developeded with a car dealership. The proposed improvements will consist of renovating the car dealership building. Estimated start of construction -April 2018 and completion -April 2020. SWPPP FOR CONSTRUCTION SITES 1. HYDROLOGIC UNIT CODE HUC-14: # 05120201090040 2. RECEIVING WATERS Stormwater from the proposed improvements will be collected by the proposed storm sewer system and will outlet into an existing storm sewer system that outlets into Carmel Creek. The ultimate receiving water is the White River. 3. ESTIMATED PEAK DISCHARGE Proposed Conditions: 10 -year run-off 3.29 cfs Proposed Conditions: 100 -year run-off 4.50 cfs These numbers were calculated using the NRCS Type II method. 4. STORMWATER DISCHARGE POINTS Stormwater from the proposed improvements will be collected by the proposed storm sewer system and outlet into an existing storm sewer that outlets into Carmel Creek, which drains to the White River, the ultimate receiving waters for the site. GROUNDWATER 5. POTENTIAL DISCHARGES T0 No sinkholes or uncapped abandoned wells have been identified on the project site or downstream of the project site. There are also no infiltration practices planned for the project. 6. SOILS MAP See sheet C100 for the soils map. Soil maps from the United States Department of Agriculture, Soil Conservation Service, identify Westland silty clay loam (We - 31% of site), Ockley silt loam (OcA - 19% of site) and Sleeth loam (St - 50% of site.) The Westland series are classified as type "B/D" soils and they consist of deep, very poorly drained, slowly permeable soils on broad terraces. The Ockley series are classified as type "B" soils and they consist of deep, well drained soils on outwash plains and river terraces. The Sleeth series are classified as type "C" soils and they consist of deep, somewhat poorly drained, moderately permeable soils on terraces. 7. POTENTIAL CONSTRUCTION POLLUTANTS Potential pollutants sources relative to a construction site may include, but are not limited to material and fuel storage areas, fueling locations, exposed soils and leaking vehicle/equipment. Potential pollutants that may appear at the site due to construction activities include, but are not limited to diesel fuel, gasoline, concrete and concrete washout, solid waste, sediment, paint and solvents, equipment repair products, anti -freeze and fertilizer. 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES a. Location The location of the temporary and permanent stormwater quality measures are shown on sheets C1 & C103A. b. Dimensions The dimensions of each stormwater quality measure are shown on sheet C104. c. Detailed Specifications The detailed specifications for each stormwater quality measure can be seen on sheets C104 and C105. d. Construction details The construction details of each stormwater quality measure can be seen on sheet C104. e. Monitoring and maintenance guidelines The monitoring and maintenance guidelines for the temporary stormwater quality measures can be found under item 12 on sheet C105. The monitoring and maintenance for the permanent stormwater quality measures can be found under item 5 of the SWPPP Post -Construction section on sheet C105 and in the Operations & Maintenance manual for the project. 9. STORMWATER QUALITY SEQUENCE STEP # 1: CONTRACTOR TO SETUP PRE -CONSTRUCTION MEETING WITH THE CITY OF CARMEL PRIOR TO CONSTRUCTION. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE PRIOR TO THE START OF EARTHWORK TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO THE EXISTING ROADWAY. PLACE SILT FENCE AS NOTED AROUND PERIMETER OF SITE. (WITHIN FIRST WEEK OF CONSTRUCTION). STEP # 2: PLACEMENT OF INLET PROTECTION AT EXISTING AND SURROUNDING STORM INLETS TO REMAIN TO REMAIN DURING DEMOLITION. PLACE STRAW BALES JUST UPSTREAM OF THE EXISTING CULVERT PIPE IN THE ROADSIDE DITCH IN THE SOUTHEAST CORNER OF THE PROPERTY. STEP # 3: CONSTRUCTION OF STORM SEWER, SANITARY SEWER, WATERLINE, AND UTILITIES MAY BEGIN. INSTALL INLET SEDIMENT BARRIERS UPON CONSTRUCTION OF INLETS. AN EXCAVATED DROP INLET SHALL BE PLACED UNTIL INLETS HAVE PAVEMENT AROUND THEM AND SEDIMENT BARRIERS CAN BE PLACED. STEP # 4: CONTRACTOR SHALL TEMPORARY SEED ANY DISTURBED AREAS DURING CONSTRUCTION OF STORM SEWER, SANITARY SEWER, WATERLINE, UTILITIES OR ROADWAYS. (THROUGHOUT THE DURATION OF THE PROJECT) STEP # 5: FINISH GRADE SWALES, SLOPES, & MOUNDS. SEED ALL AREAS AS NOTED, AND INSTALL EROSION CONTROL BLANKETING WHERE NOTED. STEP # 6: COMPLETE DRIVE AISLES/PARKING AREAS. INSTALL PAVEMENT AREA INLET PROTECTION. STEP # 7: CONSTRUCT BUILDING AND FINAL GRADE OF LANDSCAPE AREAS. STEP # 8: INSTALL LANDSCAPING AND FINAL SEEDING. NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. 10. PROPOSED SOIL STOCKPILE, BORROW AND/OR DISPOSAL AREAS not be used for the 'les will most like) project site, and Soil stockpiles P Y P J Material not re -used on the site will be hauled off and disposed of properly. 11. TEMPORARY & PERMANENT SURFACE STABILIZATION TEMPORARY SURFACE STABILIZATION Temporary seeding will be used as temporary surface stabilization measures. The location of each temporary surface stabilization measure are on sheet C103A. The details and specifications for each stated measure are on sheet C104. PERMANENT SURFACE STABILIZATION Permanent seeding will be used as permanent surface stabilization measures. The surface stabilization mea f each permanent s sure are on sheet C103 . location o A P The details and specifications for each stated measure are on sheet C104. 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS CONSTRUCTION ENTRANCE INFORMATION The location of the construction entrance is on sheet C1 & C103A. The construction entrance specifications are on sheet C104. Geotextile fabric shall be placed under the stone layer of the construction entrance. SHEET FLOW SEDIMENT CONTROL The use of silt fence will be used as erosion control measures for sheet flows. The location of each measure can be seen on sheets C1 & C103A. The details and specifications for each stated sediment control measure is on sheet C104. CONCENTRATED FLOW SEDIMENT CONTROL Temporary seeding and erosion control blanketing will be used as erosion control measures for concentrated flows. Rip -rap will be placed around all end -sections to minimize erosion from concentrated flows. The location of each measure is located on details and specifications for each e sheet C103A. The stated sediment control mea sh p sure is on sheet C104. INLET PROTECTION LOCATIONS AND SPECS The location of each inlet protection measure is on sheets C1 & C103A. The details and specifications for each inlet measure are on sheet C104. OUTLET PROTECTION SPECIFICATIONS Rip -rap will be placed around all end -sections to minimize erosion from concentrated flows. The location of each measure is located on sheet C103A. The details and specifications for each stated sediment control measure is on sheet C104. GRADE STABILIZATION MEASURES No grade stabilization measures, other than rip -rap, are proposed. MONITORING AND MAINTENANCE GUIDELINES * - SEE CHART FOR MAINTENANCE REQUIREMENTS SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DUMNG CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. 13. MATERIAL HANDLING AND SPILL PREVENTION Expected materials that may appear at the site due to construction activities include, but are not limited to petroleum products, fertilizers, paint and solvents, and concrete. Materials shall be stored in the designated material storage area. Spill prevention for vehicle and equipment fueling shall conform to the following practices: vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and in stored fuel implementing i in designated areas only, enclosing or cover mentin sill controls e accomplished b using offsite facilities fueling reduce or eliminate contamination of stormwater. This can b 9 P P Y 9 9 9 Y. 9 9 P and training employees and subcontractors in proper fueling procedures. Limitations: Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit. Implementation: Use offsite fueling stations as much as possible. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the absorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade area. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soils. Spill prevention for solid waste shall conform to the following practices: Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures, and building construction. Packaging materials including wood, paper, and plastic. Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products. Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes. Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non -hazardous equipment parts, Styrofoam and other package construction materials. Select designated waste collection areas onsite. Inform trash -hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especiallycluring rainy and windYconditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (sued oils, solvents and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designed for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspect construction waste area regularly. Arrange for regular waste collection. Spill prevention for concrete washout shall conform to the following practices: Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be duped onsite, except in designated areas. Locate washout areas at least 50 ft from storm drains, open ditches, or water bodies. Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. The cleanup parameters shall conform to the following practices: The developer / homeowners association shall be continually kept informed, maintain lists of qualified contractors and available Vac -trucks, tank pumpers and other equipment readily accessible for cleanup operations. In addition, a continually updated list of available absorbent materials and cleanup supplies should be kept on site. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alteration to this plan. When spills occur which could endanger human life and this become primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. Spill prevention for vehicle and equipment maintenance shall conform to the following practices: Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles / equipment offsite should by done in conjunction with a stabilized construction entrance / exit. Out door vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and water courses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over and impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to haves ' ll kits and/or use other spill protection devices. Use absorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks and repair immediately. Deep vehicles and equipment clean; do not allow excessive buildup of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should by placed under all vehicles and equipment placed on docks, barges, other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Properly dispose of or recycle used batteries. Do not place used oil in a dumpster or pour into a storm drain or water course. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Don not bury tires. Repair leaks of fluids and oil immediately. Spill prevention for fertilizers shall conform to the following practices: Fertilizer's used will be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit exposure to storm water. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. Spill prevention for paint and solvents shall conform to the following practices: All containers will be tightly sealed and stored when not required for use. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM but will be properly disposed of according to manufacturers' instructions or State or local regulations. Spill prevention and cleanup shall conform to IDEM form 327 IAC 2-6 and the Carmel Engineering Department (317-571-2441), Carmel Fire Department (317-571-2600), Hamilton County Surveyors office (317-776-8495), 911 and IDEM Spill Response Center (888-233-7745) shall be contacted in the case of a material spill occurring. 14. TRAINED INDIVIDUAL CONTACT INFORMATION MR. KEVIN CAUBLE TOM WOOD, INC. 9820 ASSOCIATION COURT SWPPP FOR POST -CONSTRUCTION INDIANAPOLIS, IN 46280 317-574-0143 1. POTENTIAL LANDUSE POLLUTANTS BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS 1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FABRIC, IF USED. 2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS. 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. 3121M Exhibit 602-1.: Individual Building Lot Typical Erasion & Sediment Control Pian and Certification INDIVIDUAL LOT PROTECTION PLAN NOTE THE INDIVIDUAL LOT PROTECTION PLAN SHOULD BE ADAPTED FOR THE PROJECT SITE TO ALLOW FOR CURBSIDE PROTECTION (SILT FENCE) AND CONSTRUCTION ENTRANCES AT ALL POINTS OF INGRESS/EGRESS DURING BUILDING CONSTRUCTION. 600-11 Potential pollutant sources that may appear at the site due to proposed land use activities, but are not limited to vehicles, exposed soil and trash. Potential pollutants include, but are not limited to oil, grease, diesel fuel, gasoline, anti -freeze, auto soap and fertilizer. 2. STORMWATER QUALITY DESCRIPTION The use of one mechanical water quality structure (Aqua -Swirl) and an infiltration trench (underdrain filter sock within stone bed under pavers) will provide the stormwater quality requirements. The location of stormwater quality measures are on sheet C103A. The stormwater quality specifications are provided on sheet C802 and ADS 1-5. 3. STORMWATER QUALITY IMPLEMENTATION Final stormwater quality measures will be implemented after grading is finalized and the storm sewer system is finalized. Sequences of stormwater quality items are described in the erosion control schedule in Section 12, If any sediment has accumulated In the detention facility, the sediment shall be removed prior to the final erosion control Inspection, 4. STREAM STORMWATER QUALITY MEASURES The location of each post -construction stormwater quality measures can be seen on sheet C103A. The details and specifications of each measure is on sheet C104, C802. 5. MAINTENANCE GUIDELINES Any debris in the parking areas should be picked up and placed in the trash receptacle. The parking area shall be kept clean and be swept every 3 months. AQUA -SWIRL Inspect the Aqua -Swirl every six months and clean the system as needed. Inspect and clean the system once annually regardless of whether it has reached its sediment or floatable pollutant storage capacity. Call a local vactor company to remove sediments, oil, and other floatable pollutants with a vactor. Dispose of all waste in accordance with federal, state and local requirements. Water and sediment from cleaning procedures should NOT be dumped into a sanitary sewer. UNDERDRAIN FILTER SOCK Inspect the underdrain at connection points to the storm manhole and clean -outs every six months and clean the system as needed. Inspect and clean the system (power wash the pervious pavers and jet out underdrains) once annually regardless of whether it has reached its sediment or floatable pollutant storage capacity. Call a local vactor company to remove sediments, oil, and other floatable pollutants with a vactor. Dispose of all waste in accordance with federal, state and local requirements. Water and sediment from cleaning procedures should NOT be dumped into a sanitary sewer. �A Z EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING RIP -RAP HORSESHOE WEEKLY AFTER STORM EVENTS AND AS NEEDED IMMEDIATELY AFTER DETENTION BASIN CONSTRUCTION PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N/A U AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF RIP RAP HORSESHOE N/A Z AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ^0 w M 00 * - SEE CHART FOR MAINTENANCE REQUIREMENTS SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DUMNG CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. 13. MATERIAL HANDLING AND SPILL PREVENTION Expected materials that may appear at the site due to construction activities include, but are not limited to petroleum products, fertilizers, paint and solvents, and concrete. Materials shall be stored in the designated material storage area. Spill prevention for vehicle and equipment fueling shall conform to the following practices: vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and in stored fuel implementing i in designated areas only, enclosing or cover mentin sill controls e accomplished b using offsite facilities fueling reduce or eliminate contamination of stormwater. This can b 9 P P Y 9 9 9 Y. 9 9 P and training employees and subcontractors in proper fueling procedures. Limitations: Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit. Implementation: Use offsite fueling stations as much as possible. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the absorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade area. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soils. Spill prevention for solid waste shall conform to the following practices: Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures, and building construction. Packaging materials including wood, paper, and plastic. Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products. Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes. Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non -hazardous equipment parts, Styrofoam and other package construction materials. Select designated waste collection areas onsite. Inform trash -hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especiallycluring rainy and windYconditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (sued oils, solvents and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designed for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspect construction waste area regularly. Arrange for regular waste collection. Spill prevention for concrete washout shall conform to the following practices: Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be duped onsite, except in designated areas. Locate washout areas at least 50 ft from storm drains, open ditches, or water bodies. Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. The cleanup parameters shall conform to the following practices: The developer / homeowners association shall be continually kept informed, maintain lists of qualified contractors and available Vac -trucks, tank pumpers and other equipment readily accessible for cleanup operations. In addition, a continually updated list of available absorbent materials and cleanup supplies should be kept on site. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alteration to this plan. When spills occur which could endanger human life and this become primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. Spill prevention for vehicle and equipment maintenance shall conform to the following practices: Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles / equipment offsite should by done in conjunction with a stabilized construction entrance / exit. Out door vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and water courses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over and impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to haves ' ll kits and/or use other spill protection devices. Use absorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks and repair immediately. Deep vehicles and equipment clean; do not allow excessive buildup of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should by placed under all vehicles and equipment placed on docks, barges, other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Properly dispose of or recycle used batteries. Do not place used oil in a dumpster or pour into a storm drain or water course. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Don not bury tires. Repair leaks of fluids and oil immediately. Spill prevention for fertilizers shall conform to the following practices: Fertilizer's used will be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit exposure to storm water. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. Spill prevention for paint and solvents shall conform to the following practices: All containers will be tightly sealed and stored when not required for use. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM but will be properly disposed of according to manufacturers' instructions or State or local regulations. Spill prevention and cleanup shall conform to IDEM form 327 IAC 2-6 and the Carmel Engineering Department (317-571-2441), Carmel Fire Department (317-571-2600), Hamilton County Surveyors office (317-776-8495), 911 and IDEM Spill Response Center (888-233-7745) shall be contacted in the case of a material spill occurring. 14. TRAINED INDIVIDUAL CONTACT INFORMATION MR. KEVIN CAUBLE TOM WOOD, INC. 9820 ASSOCIATION COURT SWPPP FOR POST -CONSTRUCTION INDIANAPOLIS, IN 46280 317-574-0143 1. POTENTIAL LANDUSE POLLUTANTS BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS 1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FABRIC, IF USED. 2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS. 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. 3121M Exhibit 602-1.: Individual Building Lot Typical Erasion & Sediment Control Pian and Certification INDIVIDUAL LOT PROTECTION PLAN NOTE THE INDIVIDUAL LOT PROTECTION PLAN SHOULD BE ADAPTED FOR THE PROJECT SITE TO ALLOW FOR CURBSIDE PROTECTION (SILT FENCE) AND CONSTRUCTION ENTRANCES AT ALL POINTS OF INGRESS/EGRESS DURING BUILDING CONSTRUCTION. 600-11 Potential pollutant sources that may appear at the site due to proposed land use activities, but are not limited to vehicles, exposed soil and trash. Potential pollutants include, but are not limited to oil, grease, diesel fuel, gasoline, anti -freeze, auto soap and fertilizer. 2. STORMWATER QUALITY DESCRIPTION The use of one mechanical water quality structure (Aqua -Swirl) and an infiltration trench (underdrain filter sock within stone bed under pavers) will provide the stormwater quality requirements. The location of stormwater quality measures are on sheet C103A. The stormwater quality specifications are provided on sheet C802 and ADS 1-5. 3. STORMWATER QUALITY IMPLEMENTATION Final stormwater quality measures will be implemented after grading is finalized and the storm sewer system is finalized. Sequences of stormwater quality items are described in the erosion control schedule in Section 12, If any sediment has accumulated In the detention facility, the sediment shall be removed prior to the final erosion control Inspection, 4. STREAM STORMWATER QUALITY MEASURES The location of each post -construction stormwater quality measures can be seen on sheet C103A. The details and specifications of each measure is on sheet C104, C802. 5. MAINTENANCE GUIDELINES Any debris in the parking areas should be picked up and placed in the trash receptacle. The parking area shall be kept clean and be swept every 3 months. AQUA -SWIRL Inspect the Aqua -Swirl every six months and clean the system as needed. Inspect and clean the system once annually regardless of whether it has reached its sediment or floatable pollutant storage capacity. Call a local vactor company to remove sediments, oil, and other floatable pollutants with a vactor. Dispose of all waste in accordance with federal, state and local requirements. Water and sediment from cleaning procedures should NOT be dumped into a sanitary sewer. UNDERDRAIN FILTER SOCK Inspect the underdrain at connection points to the storm manhole and clean -outs every six months and clean the system as needed. Inspect and clean the system (power wash the pervious pavers and jet out underdrains) once annually regardless of whether it has reached its sediment or floatable pollutant storage capacity. Call a local vactor company to remove sediments, oil, and other floatable pollutants with a vactor. Dispose of all waste in accordance with federal, state and local requirements. Water and sediment from cleaning procedures should NOT be dumped into a sanitary sewer. �A Z wZ J U) lic Z O U V W94H Z ^0 w M 00 O N rn J r W a M 0 Q N O OU � � O Z 0 ° 0 Co 4) I`-1 o! z 9 w > W Q I-. c W M U) Z Z N o � Z �Zv o W o: W W Z 0 Z W J U 0 i A c T 5- �N$ m N_ < < Ei 00MR� O J F- 0 w W Q W Z 0 > U)a 0 0 = D � F -Z co 0) J � F- W 0 W2 J< W W Q O� o U Q N a No. PE19800489 -o STATE OF ; ''%SS�O1111 NAL\EN\�`` BY: FbATE: 12/15/17 SHEET C1 05 OF 12 JOB#: BAX.005 12" GREEN - ILLUMINATING TAPE (LETTERS) BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL NO SCALE CONCRETE WALK 6" GRADE SLOPE: 1/4" PER FOOT 1/4" R PAVEMENT SCORE 1/4" R 4. COMPACTED SUBGRADE CN !•d' O d. 6" CONCRETE CURB AND WALK SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. Li z Z z # 8-12' SUB BASE GEOTE MLE 3" TOP SOIL-+- ;..''+ � Ct (ASTM NO. 2) UNDERDRAIN (PERCHED OPTIONAL') 4' TO 6' PERFORATED RIGID Z 0 CJ • PERMEABLE ARTICULATING CONCRETE O 5 AND 7 O'CLOCK RESPECTIVELY. BLOCK/MAT COMPACTED BACKFILL :r ..; . t f,/ Q CEJ BITUMNM PAVEMENT I ^- w HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERDRAINS SHALL Z O 3 OLLLL LE , i.• � �/•Oi..,/• /� •/•die � �:� •.•, . CLASS "A' BROOM FINISH REQUIRED STORAGE ELEVATION AND WITHIN THE STORAGE CONCRETE SPADIDAADDETAIL U D=9" OBSERVATION WP " o w STRAIGHT CONCRETE CURB a IIIIIIIIIIIIIIIIIII xTa �tsysD<naua NO SCALE a a DIF LO N� w V NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE r 1��jN U.1 CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' 0 '4 O > z 5 -0 BETWEEN a CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERMSE EVERY 10' MINIMUM Of Z CD za a 114 . 0 z d SHALL BE N ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS 1-- C3 4) TRANSVERSE JOINTS w a (= Z Z Q 11111 � NI -1 -TOOLED CONTROL JOINT 1/4" WIDE. MIN. 1" DEEP .q S i.:i-.a. �.�yi�� a•...ti=• 'L ms's '•a'. y. •y_K_. ,.a:�r:y""' ; ;b , r' . :r .r :.xr� yc•r1 - y. �f•'.:e.�...'."`Y` =:.ti :t CONCRETE SIDEWALK 4" COMPACTED GRANULAR BASE NOT TO SCALE SIDEWALK DETAIL EDGES TO BE SAWOUT AND - CLEAN OF DEBRIS AND LOOSE m ASPHALT BEFORE PATCHING i SEAMS TO BE IRONED Z � CD Q G.n n B -BORROW FOR STRUCTURE BACKFILL TO MEET THE REQUIREMENTS OF INGOT F� SPECIFICATION SECTION 211 D r �a UNDISTURBE I� D �z> 5' OR EARTH OR SIDEWALK SURFACE UNDERDRAIN TRENCH TO BE FLUSH NTH BACK OF CURB INSTALL NON -WOVEN FILTER — FABRIC ON PERAIEiER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL }8 WASHED AGGREGATE CONCRETE CURB OR CURB & GLITTER PAM!"T-, ASPHALT OR COMPACTED AGGREGATE NO. 53 PER TYPICAL SECTION z 0 I 04 "�DOUBL.E WALL PPE. PERFORATED HANCOR HhQ, TYPE 4 PIPE OR EQUIVALENT z PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS UNDERDRAIN NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WHERE REQUESTED BY THE CITY ENGINEER STANDARD CITY OF CARMEL STANDARDS DRAWING 10_12 UNDERDRAIN BITUMINOUS PATCH 1.5" BITUMINOUS SURFACE /11 ON 2.5' BITUMINOUS BINDER j9 ON 12" COMPACTED AGGREGATE 153 THE PAVEMENT SECTION SHALL MATCH THE EXISTING PAVETMENT SECTION IF GREATER AT THE DISCRETION OF THE CITY ENGINEER ' PIPE BEDDING BITUMINOUS PATCH DETAIL NO SCALE TO ONLY BE USED AS DIRECTED BY THE CITY ENGINEER 1/2 - EXPANSION /2"EXPANSION JOINT DETAIL • 0-0 . 0-0 . 0-0 . 0 0.0 .. O. 0- O. 0- 0. O- O e 0- 00 • 0 0O • 0 00 • 0 00 • 0 00 0 00 • 0 00 • O 0O • 0 00 ° O oO ° 0 C,0 ° O 00 • 0 O • 0 0 ° 0 00 ° 0 00 • 0 00 • 0 0 00 • 0 0 0 • O 0 O G O o O • 0 0 0 0 Q e 0 0 e 0 0 e 1-1/2" H.M.A. SURFACE (SEE NOTE) 2-1/2" H.M.A. BINDER (SEE NOTE) 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION (PARKING LOT) NOTE: CONTRACTOR TO CHECK SOILS REPORT TO VERIFY MINIMUM PAVEMENT THICKNESSES. X6 - WIA (10 GA.) WWF 0 0 0 0 OC) 0 0 0 0 0 0 0 0 0 • 0 o 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 00 ° O oO ° O o0 ° 0 00 ° 0 00 ° 0 00 ° O �0 ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 IQ 6" CONCRETE PAVEMNT 6" #8 STONE BASE *PREPARED SUBGRADE PER INDOT No. 207 REFER TO GEOTECHNICAL RECOMMENDATIONS CONCRETE PAVEMENT SECTION 24" MINIMUM 18" RADIUS O (� 3" TOP SAIL C) p C -)CLASS r "A n r �. .� CONCRETE COMPACTED 1 C BACKFILL m � CONCRETE ROLL CURB & GUTTER � NO SCALE NOTES: INTEGRAL CURB NTH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE C/} CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOCLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2' DAMPEN SUBGRADE BEFORE PLACING CONCRETE _ CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. CD D z NO BACKFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE CD z SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS G� CD 6" z Z APPROVED # 8-12' SUB BASE GEOTE MLE 3" TOP SOIL-+- ;..''+ � Ct (ASTM NO. 2) UNDERDRAIN (PERCHED OPTIONAL') 4' TO 6' PERFORATED RIGID SCHEDULE 40 PVC SDR 35, m • PERMEABLE ARTICULATING CONCRETE O 5 AND 7 O'CLOCK RESPECTIVELY. BLOCK/MAT COMPACTED BACKFILL :r ..; . t f,/ Q CEJ BITUMNM PAVEMENT I ^- w HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERDRAINS SHALL Z O w ., «, ',';,' NN 11�l�I�I11i�I�hi11lF.I�I�lillf4�1'.Irlf�ll �11lip ,�l►�i��ir ,t1111r iIj11! $k l-I(I� i1► , i.• � �/•Oi..,/• /� •/•die � �:� •.•, . CLASS "A' REQUIRED STORAGE ELEVATION AND WITHIN THE STORAGE CONCRETE SPADIDAADDETAIL U D=9" OBSERVATION WP " lip STRAIGHT CONCRETE CURB a ow xTa �tsysD<naua NO SCALE a a o N� w V NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE r CURE ALL EXPOSED SURFACES U.1 CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' 0 N O DAMPEN SUBGRADE BEFORE PLACING CONCRETE a CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERMSE EVERY 10' MINIMUM Of Z CD NO BAOCFILLNNG O2 COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 0 z d SHALL BE N ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS 1-- C3 4) A-51 IRON IRON FRAME do UD. =NAH FOUNDRY R -1975-A OR APPROVED EQUAL EYP) w) YP) "PERFORATED CHEDLXE 40 PVC TYPICAL UTILITY CROSSING NO SCALE HANDICAPPED PARKING SIGN 2500 psi CONCRETE BOTTOM OF TRENCH Perspective View -earth cut away \ 010 �\ � To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE 8' 5' 8' HANDICAPPED MIN. HANDICAPPED TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS NO SCALE TRE NCH DE TAI/ f OR Cl T Y S I ORM, SE WE RS NO SCALE L PAVEMENT SECTION VARIES 6- MINIMUM OF TOPSOIL DR #53 STONE LIMIT OF SUBGRADE /\ MINIMUM COVER SHALL FINAL BE PER NOTE 3 BACKFILL BC +19"/MIN. LEGEND BC = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE SPRINGUNE HAUNCHING (BC/6) DEPTH OF BEDDING MATERIAL BELOW PIPE BEDDING d D d MIN 60" & SMALLER 4" NOTES: Bc 66" & LARGER 6" 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE y9 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INGOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE SIZES 66" AND LARGER THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE. BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR Y9ELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L' IS 5' OR LESS SHALL BE B -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATEPoAL PLACED. THE BACKFILL FOR THL TOP 6. OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 952 STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLA11ONS WHERE "L' IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN V IN DIAMATER, FROZEN LUMPS OF SOL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. I FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICITON OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE LIMIT OF SUBGRADE) PLUS 1'-0'. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B -BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF EXISTING SUBGRADE WITH LIME STABALIZED SOIL 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OVER STORM PIPES, CITY OF CARMEL STANDARDS STANDARD DRAWING TRENCH DETAIL FOR CITY STORM SEWERS 10-28 ,n V z Z APPROVED # 8-12' SUB BASE GEOTE MLE (THICKNESS VARIES) (ASTM NO. 2) UNDERDRAIN (PERCHED OPTIONAL') 4' TO 6' PERFORATED RIGID SCHEDULE 40 PVC SDR 35, 3/8• PERFORATED ON 12" CENTERS, 2 ROWS, PERMEABLE ARTICULATING CONCRETE O 5 AND 7 O'CLOCK RESPECTIVELY. BLOCK/MAT TYPICAL SECTION • THE N® FOR A PERCHED UNDERDRAIN IS OPTIONAL AND IS Cn DEPENDENT ON THE NFILIRA71ON RATE OF THE SUBGRADE SOIL PLASTIC SOILS SHOULD NOT PERCH THE UNDERDRAIN. THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERDRAINS SHALL Z O 13E DETERMINED BY THE ENGINEER, AND SHOWN ON THE PLANS. ., «, ',';,' NN 11�l�I�I11i�I�hi11lF.I�I�lillf4�1'.Irlf�ll �11lip ,�l►�i��ir ,t1111r iIj11! $k l-I(I� i1► , i.• � �/•Oi..,/• /� •/•die � �:� •.•, . PAVMRAIN REQUIRED STORAGE ELEVATION AND WITHIN THE STORAGE a� SPADIDAADDETAIL BED IN ORDER TO PROTECT THE PAVER BLOCKS FROM OBSERVATION WP " lip --LL N�Loss-sacnoN m om ow xTa �tsysD<naua a a o TYPICAL UTILITY CROSSING NO SCALE HANDICAPPED PARKING SIGN 2500 psi CONCRETE BOTTOM OF TRENCH Perspective View -earth cut away \ 010 �\ � To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE 8' 5' 8' HANDICAPPED MIN. HANDICAPPED TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS NO SCALE TRE NCH DE TAI/ f OR Cl T Y S I ORM, SE WE RS NO SCALE L PAVEMENT SECTION VARIES 6- MINIMUM OF TOPSOIL DR #53 STONE LIMIT OF SUBGRADE /\ MINIMUM COVER SHALL FINAL BE PER NOTE 3 BACKFILL BC +19"/MIN. LEGEND BC = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE SPRINGUNE HAUNCHING (BC/6) DEPTH OF BEDDING MATERIAL BELOW PIPE BEDDING d D d MIN 60" & SMALLER 4" NOTES: Bc 66" & LARGER 6" 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE y9 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INGOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE SIZES 66" AND LARGER THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE. BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR Y9ELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L' IS 5' OR LESS SHALL BE B -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATEPoAL PLACED. THE BACKFILL FOR THL TOP 6. OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 952 STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLA11ONS WHERE "L' IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN V IN DIAMATER, FROZEN LUMPS OF SOL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. I FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICITON OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE LIMIT OF SUBGRADE) PLUS 1'-0'. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B -BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF EXISTING SUBGRADE WITH LIME STABALIZED SOIL 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OVER STORM PIPES, CITY OF CARMEL STANDARDS STANDARD DRAWING TRENCH DETAIL FOR CITY STORM SEWERS 10-28 ,n V z Z APPROVED # 8-12' SUB BASE GEOTE MLE (THICKNESS VARIES) (ASTM NO. 2) UNDERDRAIN (PERCHED OPTIONAL') 4' TO 6' PERFORATED RIGID SCHEDULE 40 PVC SDR 35, 3/8• PERFORATED ON 12" CENTERS, 2 ROWS, PERMEABLE ARTICULATING CONCRETE O 5 AND 7 O'CLOCK RESPECTIVELY. BLOCK/MAT TYPICAL SECTION • THE N® FOR A PERCHED UNDERDRAIN IS OPTIONAL AND IS Cn DEPENDENT ON THE NFILIRA71ON RATE OF THE SUBGRADE SOIL PLASTIC SOILS SHOULD NOT PERCH THE UNDERDRAIN. THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERDRAINS SHALL Z O 13E DETERMINED BY THE ENGINEER, AND SHOWN ON THE PLANS. • ADD17IONAL UNDERDRAINS MAY BE PERCHED ABOVE THE PAVMRAIN REQUIRED STORAGE ELEVATION AND WITHIN THE STORAGE a� SPADIDAADDETAIL BED IN ORDER TO PROTECT THE PAVER BLOCKS FROM OBSERVATION WP " UPFLOIS RESULTNG FROM SURCHARGE. --LL N�Loss-sacnoN m om ow xTa �tsysD<naua TYPICAL UTILITY CROSSING NO SCALE HANDICAPPED PARKING SIGN 2500 psi CONCRETE BOTTOM OF TRENCH Perspective View -earth cut away \ 010 �\ � To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE 8' 5' 8' HANDICAPPED MIN. HANDICAPPED TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS NO SCALE TRE NCH DE TAI/ f OR Cl T Y S I ORM, SE WE RS NO SCALE L PAVEMENT SECTION VARIES 6- MINIMUM OF TOPSOIL DR #53 STONE LIMIT OF SUBGRADE /\ MINIMUM COVER SHALL FINAL BE PER NOTE 3 BACKFILL BC +19"/MIN. LEGEND BC = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE SPRINGUNE HAUNCHING (BC/6) DEPTH OF BEDDING MATERIAL BELOW PIPE BEDDING d D d MIN 60" & SMALLER 4" NOTES: Bc 66" & LARGER 6" 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE y9 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INGOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE SIZES 66" AND LARGER THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE. BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR Y9ELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L' IS 5' OR LESS SHALL BE B -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATEPoAL PLACED. THE BACKFILL FOR THL TOP 6. OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 952 STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLA11ONS WHERE "L' IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN V IN DIAMATER, FROZEN LUMPS OF SOL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. I FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICITON OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE LIMIT OF SUBGRADE) PLUS 1'-0'. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B -BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF EXISTING SUBGRADE WITH LIME STABALIZED SOIL 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OVER STORM PIPES, CITY OF CARMEL STANDARDS STANDARD DRAWING TRENCH DETAIL FOR CITY STORM SEWERS 10-28 ,n V z Z w J Cn Z O a� z w z ow a a o N� w J r U.1 Q N O Oz U U LL 0 z o 0 oo 4) awzw-j0~ w a (= Z Z Q 04 � r g ~gym v� W W Z c� z LU _J U vJ J I— W 0 Z 0 U U) Z 0 U 0 LQ m -m CG1 04 00m 0 0 J � WI' > W Q W Z 0 > U) o0 2 0 � Z (.C) 0 0-) J O Z U) F- J W Q O� o U Q N coQ \\\\\\CCSR ►C I I�� � Z///// -,,,""-TPro �i No. PE19800489 -o = STATE OF , \` '''%SSS 0 N AL BY: � mw DATE: 12/15/17 SHEET C801 OF 12 JOB#-. BAX.005 2 CONCEALED PICKHOLES 0 180' (N9204 -A OR CITY APPROVED EQUAL) 'SELF-SEALING' APPLICATION ASPHALTIC MASTIC OR BUM RUBBER SEAL BETWEEN JOINTS. FULL HEIGHT MANHOLE STEPS AS SPECIFIED. O-RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS. B. STORM WATER CASTING NOTE CASTINGS SHALL BE LABELED W/ "DUMP NO WASTE -DRAINS TO FRRESH WATER" NEENAH R-1772 CASTING WITH SELF-SEALING APPLICATION OR �.�EQUAL. v A�;�i . ■ 2" LETTERS, RECESSED,■■ (FIGURE 400-11) TACE BEARING PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (4 MAX) ECCENTRIC CONE OR REDUCER CAP ��%AS REQUIRED BY SITE CONDITIONS. 48"0 MANHOLE NOTE: TOR PIPES 24"0 AND LESS MANHOLE CONFORMS To ASTM C-478 60"� MANHOLE JOINTS CONFORM TO ASTM C-443 FOR MULTIPLE CONNECITONS -. 6" MIN. STORM SEWER MANHOLE_ STRUCTURE 102 ,AST CONCRETE SECTIONS PREFORMED HOLE TO MAX OF PIPE O.D.+6' FILLED W/ NON—SHRINK CEMENT GROUT J4 REBARS 0 12' O.C. EACH WAY (STEEL MESH AREA=0.12 SQ. IN./SQ. Ff. OR APPROVED EQUAL) NOTE: MANHOLE STEPS SHALL BE MADE FROM A _MANHOLE BASE SET ON STEEL REINFORCING ROD ENCAPSULATED IN A 6' OF OR 12 STONE COPOLYMER POLYPROPYLENE RESIN. THE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA REQUIREMENTS. MANHOLE STEPS, MANUFACTURED BY M.A. INDUSTRIES, INC., PS -1 -PF, CLAY do BAILEY MFG. CO., OR EQUAL ARE ACCEPTABLE. NO SCALE * Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actu 66" If traffic loading (H-20) is required or anticipated, a concrete pad must be placed over the entire Stormwater Treatment System. Sample details of concrete pad available upon request 3" cove [76 mm] Typ.777E7:�� 10"/2 254 mm]13 mm]1/2„[13 mm] Gravel Bad�fin Manhole Frame & Cover Detail For H-20 Traffic Loading Areas NTS Plan View 4 1/2" L[114 mm] Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. 18" OD Max !d Baffles Ilal Base Plate Bollards shall be placed around access riser(s) in non -traffic areas to prevent inadvertent loading by maintenance vehicles. Soil Concrete -.. y s • A j !' Gravel Backfill Manhole Frame and Cover by Manufacturer. (See Details) Grade (Rim) 104" 1 soil . . . . . d' 'd' Con aete Gravel Backfill `� Place small amount of concrete to support and Rim elevations to r grade. HDPE rises can be h fIfie d 32 OD gut by Contractor. Riser Ven Arched Baffles Varies 'A Gravel Backfill shall extend at least 3.5 feet outward from Swirl Concentrator and for the full height of the Swirl Concentrator (Including riser) extending laterally to undisturbed soils. (See MH Detail Below) CRUSHED #8 STONE L i Aquaffiiweldlp- Gravel Backfill i STO RM WATER TREATMENT SOLUTIO N3 I Phone (888) 344-9044 ww .a quashieldinc.com 12" Bedding CRUSHED #8 STONE Undisturbed Soil rNCoveetail level manhole frame. DO NOT allow manhole frame to rest upon HDPE riser. le Frame -Non-TrafSection A -A N jua-Swirl Concentrator Model AS -4 CFD Standard Detail STRUCTURE 101 nonI— wZ J U) ilc �1 w Z o 0 V WaI­- z 0 a0' a -jW �N C'4 N W a J MU> j Q Z,4 O OU c (n z zU>jUja- a�0 > w a 2 (n Z Z Q N 0 �0� Z V U) W W Z c� Z W J _i U W J U W Z 0 U No. PE19800489 -o= STATE OF BY: /& mm DATE: 12/15/17 SHEET C802 OF 12 JOB#: BAX.005 EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors or omissions found on the plans or in the field before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind andquality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other other reference points; if disturbed or destroyed, Contractor shall pontact engineer. Replacement shall be at Contractors expense. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the trees shall be removed to disposal areas off of the site. Disposal by burning shall not pe permitted unless proper permits are obtained (where applicable). The location of on-site bury pits shall be approved by the owner and the Engineer if permitted. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, etc.. B. After completion of site grading and subsurface utility installation, top sol shall be replaced in areas design ted on the erosion control plan for seeding and/or sod. Any remaining topsoil shall be used for finished grading around structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. If active utilities are encountered but not shown shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating andrading operations shall be reported to the -Engineer. They shall be removed, plugged or capped as directed by the Utility Company or the Engineer. D. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.10 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Alr banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All areas supporting footings and paved areas shall be compacted to at least 98% standard proctor density. 2. All fill below building slab, adjacent to foundations and over foundations shall be compacted to 95% standard proctor density. 8. EARTH WORK BALANCE A. The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. B. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the the Engineer in determining earthwork quantities shall be accomplished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the physical limits of the various soil types, the allowable variation in finish grade and compaction permitted the contractor; and that all of these parameters may cause either an excess or shortage of actual earthwork materials to complete the project. If such an actual minor excess or shortage of materials occurs, the contractor shall contact the Engineer to determine if adjustment can be made to correct the imbalance of earth. 9. TESTING A. Contractor shall hire at Contractors expence an independent soil testing service to assure soil compaction with scope of testing to be appproved by Engineer. Copies of test results shall be submitted to the Engineer. SANITARY SEWER SYSTEMS SCOPE OF WORK A. The work under this section includes all sanitary sewers, manholes, cleanouts and related items including excavating and backfilling, necessary to complete the work shown in the drawings, starting five feet outside the building walls. The ends of sewers shall be tightly tplugged or capped at the terminal points, adjacent o buildings, pending the connecting of all such lines to the budding drain as specified in"the plumbing and architectural drawings. One set of approved plans shall be on the job site at all times. 2. MATERIALS A. Polyvinyl Chloride Pipe (PVC) 1. 8"-15" PVC pipe shall be SDR 35 and conform to ASTM D3034, with a minimum cell classification of 12454-8 or 12454-C. Greater than 15 PVC pipe shall conform to ASTM F679, with a minimum cell classification of 12454-C. 2. All fittings and joints shall be compression type flexible Basketed pints, and manufactured and installed in accordnce with the pipe manufacturer's specifications. No solvent cement joints shall be allowed. All fittings shall be heavy walled fittings. 3. Pipes shall have a minimum pipe stiffness of 46 psi when measured at 5% vertical ring deflection and tested in accordance with ASTM D 2412 and a minimum tensile strength 34.50 MPa. B. Ductile Iron Pipe 1. Ductile iron (DI) pipe must meet ASTM A-746 and ANSI/AWWA A21.51/C151 with exterior bituminous coating per ANSI/AWWA A21.51/C151 and ANSI/AWWA A21.10/C110. The interior surfaces of all pipe, fittings, and adapters shall be lined with factory applied Protecto 401 ceramic epoxy lining, or approved equal. Pipe must be marked per ASTM A 746. 2. Mechanical, push on or restrained joints shall be provided Flanged joints are not allowed for buried application . Mechanical Lacots and accessories shall conform to AWWA C111 %sANSI A21.11. The bolts and nuts shall be corrosion resistant high stren th alloy steel. Push -on type joints shall conform to ANS f A21.11%AWW A C111. Fittings shdn coin yy with ANISI Specification A21AZAWW C110. Restrained oints, shall be manufactured in accordance with pipe manufacturers requirements. Locking rings, tabs inserts, or gaskets with inset steel grips may all be used i'or gravity sanitary sewer applications. Fittings shall be standardized for the tyyppe of� ppipe and joint specified, and shall comply with ANSI A21.10/AWWA C110. C. Manholes 1. Precast reinforced concrete manhole sections and steps and concrete adjusting rings shall conform to ASTM C-478 latest revision. Exterior of manhole shall be waterproofed with Bismatic material. Manhole sections shall not be installed until at least five days after having been cast unless permitted in writing by the Department. 2. Castings shall be of uniform uality, free from blow holes porosity, hard spouts, shrinkage distortion or other defects. They shall be smooth and well -cleaned by shot- blasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, touggh and tenacious when cold, not tacky or britfle. They shall be Bray iron meeting ASTM A-48 latest revision. Manhole covers for sanitary sewer shall be Neenah Type R -1077-A w/R-1712-8-SP Frame w/Self-Sealing application. 3. Joints - Manhole sections shall beined with a rubber gasket per ASTM C 443, and 1/�2" diameter butyl rubber rope sealant per ASTM C 9990. 4. Manholes shall include steps. Manhole steps shall conform to the requirements of ASTM C 478 and be manufactured using steel rods encased in polypropylene plastic. Steps shall be factory installed when the manhole is manufactured. 5. Manholes shall be bedded on a granular foundation. The granular foundation shall be compacted with vibratory tamps. 6. Manholes adjusting nngs shall onlybe concrete. They shall conform to ASTM C 478. Minimum thickness of concrete ring shall be four (4) inches. 7. Castings shall be Neenah R -1713 -B -SP or East Jordan 1022 1AGSMD. All castings shall have a machined bearing surface with Type F concealed pickholes. The words "Sanitary Sewer" and City of Indianapolis" must be cast in recess letters two inches in height onto solid lid covers. Castings shall be manufactured in accordance with ASTM A 48 - Class 35B, and have a minimum tensile strength of 35,000 psi. 3. APPLICATION A. Permits and Codes - The intent of this section of the specifications is that the contractor's bid on the work covered herein shall be based upon the drawings ands specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. The Contractor shall be responsible for obtaining or verifying all permits for all or portions of thisr6�ct prior to starting construction. The Contractor shall notify the local or county inspector or utilitysuperintendent 48 hours prior to commencemenof sanitary construction. B. Local Standards - The term "local standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements - Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship - To conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching - Lay all pipe in open trenches, except when the local authority gives written permission for tunneling orcking of pipe. Open the trench sufficiently aheadpof pipe -la ng to reveal any obstructions The width of the trench shall be the greater of the outside pipe diameter plus 16 inches or 12 inches plus 1.25 times outside diameter. Sheet and brace the trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Ope trenches shall be properly protected and/or barricaded when left unattended. Keep trenches free from water while construction is in progress. Under no circumstances shall pipe or appurtenances be laid in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. F. ecial Supports - Whenever, in the opinion of the egineer, the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section such addition to those special support, in add se sown or specified, shall be provided as the Engineer may direct, and the contract will be adjusted. G. Backfilling - No. 8 crushed stone or No. 8 fractured faced aggregate shall be used. Bedding material shall be placed and compacted prior to laying the pipe. Haunching material shall be shovel sliced or otherwise carefully placed and walked or hand tamped to the springline to ensure compaction and complete filling of all voids. Jhe initial backfill shall be added in six inch lifts walked in for compaction. Material Pipe size (in) Depth Below Depth Above Top Barrel, (in) of Pipe, (in) Flexible 6 or less 4 4 Pipe 8 to 15 4 12 18 and larger 8 12 Material Pipe size (in) Depth Below Depth Above Top Barrel, (in) of Pipe, (in) Rigid 8 to 16 4 6 Pipe 18 and larger 8 6 Final Backfill For excavation within the right-of-ways, final backfill requirements shall be in accordance with the Department of Metropolitan Dgvelopments Regulations For Cuts Within The Public Right -of -Way. All other backfill requirements are as follows: Within 5' of pavement, curbs, gutters, or siLnilar structures trenches shall be backfilled with Structural B -Borrow for structural installations per INDOT Standard Specifications - Section 211. Backfill shall be compacted to achieve not less than 95% Standard Proctor Dry Density per INDOT Section 203.23. Backfill shall be added and compacted in 12 in. lifts by mechanical tampers. Maximum compaction depth shall not exceed 6 ft. Backfill outside of 5' of edge of pavement, curbs, gutter or similar structures shall be backfilled with clean fill material -free of rocks larger than 6 in. in diameter, frozen lumps of soil, wood, or other extaneous material. H. Flow Channels - The flow channels within manholes shall be an integral part of the precast base. The channels shall be shaped and formed for a clean transition with proper hydraulics to allow the smooth conveyance of flow through the manhole. The bench wall shall be formed t9 the crown of the inlet and outlet pipes to form a U shaped channel. Ttie bench wall shall slope back from the crown at 1/2 inch per foot to the manhole wall. No brick, rock or sand fillers will be allowed. I. Infiltration - The contractor shall furnish necessary equipment to test sewers for infiltration. Infiltration rates shall not exceed the Local Standards. All sanitary sewer lines upon completion will be required to pass a low pressure air test, unless otherwise directed by the City Engineer. Said test shall be conducted according to NCPI Standard Method, and shall be witnessed by an inspector authorized by the City Engineer. Infiltration under test shall not exceed 100 gallons per inch of inside diameter of sewer pipeper mile of sewer in 24 hours and is incluswe of all appurtenances within the section being tested such as manholes, house connections, etc. Any portions not passing said tests for acceptance shall be repaired or replaced, including re -excavation and backfill, at the Contractors expense. J. Flushing Sewers - Flush all sanitary sewers except building sewers with water to obtain free flow through each line. Remove all silt and trash from appurtenances just prior to acceptance of work. K. Plastic Sewer Pipe Installation - Plastic sewer gie shall be installed in accordance with ASTM 2321 per latest revision, and no plastic pipe shall exceed an 11 point mandrel fest deflection of 5% All sewer mains shall be lamped at the time the mandrel test is conducted. All mains shall be true to alignment and grade. L. Storm Water Connections - No roof drains, footing drains and/or surface water drains may be connected to the sanitary sewer systems, including temporary connections during construction. M. Waterline Crossing - Water and sewer line crossings and separations shall be in accordance with Ten States Standards and local and state codes. Waterlines and sanitary sewers shall maintain a minimum of 10 foot horizontal separation and a minimum 18 inches of clearance between pipes at crossings. Otherwise, sanitary sewer within 10 feet of waterlines shall be constructed of water works grade Ductile Iron Pipe with mechanical joints and fittings. One length of sewer pipe should be centered at the waterline crossing so that no joint is closer than 10 feet to the waterline. N. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibilityto contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners and the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. 0. Service Laterals - Individual building service lines shall be 6 inches in diameter and of PVC material. Material reauirements are in the table below. Material Designation Classification PVC ASTM D 3034 SDR35 CELL CLASS 12454 D OR 12364 PVC ASTM D 2241 SDR32.5 CELL CLASS 12454 PVC ASTM D 2466 Schedule 40 CELL CLASS 12454 PVC ASTM D 2467 1 Schedule 80 CELL CLASS 12454 Service lines shall be connected to the main B. Local Standards - the term "Local Standards" as sewer by a wye at locations generally shown used herein means the standards of design and 3. APPLICATION within these plans. Service lines shall be construction of the respective municipal extended to a distance of 5 feet beyond the right- department or utility company. A. Grading - Do any necessary grading in addition to H. Concrete Curb -SEE SHEET C902 of -way line and within 5 -8 of the existinground that performed in accordance with Earthwork >�< ansion Joints - hall be 1 rich thick ' in operating S Maintain / C. Existing ImprovementsI g to bnn sub lades after fins surface. The ends shall be plugged and sealed 9P 9 Section, with a water tight cap. Sewer service lines shall condition all active utilities, sewers and other compaction, tohe required grades and sections ed at ends of all retur and at a be marked with a 2"x4" painted green and extending drains encountered in the sewer installation. for site improvement.spacing of 100 feefrom the lateral end to 3 above grade. Repair to the satisfaction of the owner any damageto existing active improvements. B. Preparation of Subgrade Remove spongy and ntrac Joint Unless otherwiseotherwise unsuitable matenal and replace with , contrac ' oints shall be sawedP. New Sanitary Sewer Main Construction -Contractor D. Workmanship - To conform to all local, state and stable material. No traffic will be allowed on aced 2 ee n center.shall record length and dimensions of each service national codes and to be approved. by all local and re sled sub rade rior to avinline stub from nearest downstream manhole measure state agencies having jurisdiction. P P 9 P P 9' is - Tamp and sc d concrete as soon as along the sanitary sewer main. The locations of nil fill an hone o laces.manholes and service lines along with an other E. Trenching -Lay all pipe in open trenches, except C. Compaction of subgrade -The first 6 inches below Y Y � � Pthe sub rade shall be cam acted to at least 100% quare corners to 1 4 rade andconstruction changes are to be incorPora ed t" when the local authority ives written permission 9 rners to radii shown. the original construction drawings as as -built for tunneling. Open the trench sufficient ahead of the maximum dryy density as determined by the locations and submitted to the Engineer as soon of pipe lay'ng topreveal any obstructions. The provisions of AASHTD T-99. Water shall be after completion of construction as possible, not width of the trench shall be the inside pipe prevented from standing on the compacted subgrade. I. Concrete Walks and Exterior Steps to exceed 30 ys diameter plus 24 inches for 12 inches above the D. Compacted Aggregate Subbase - the thickness shown 1. Slopes - Provide 1/4 inch per foot cross pipe. Sheet and brace trench as necessary to on the drawings is the minimum thickness of the slope. Make adjustments in slopes at walk Q. Gravity Sanitary Sewer Testing All sanitary sewers rotect workmen and adjacent structures. All 9 24 inches and less shall be air tested by means of a low trenchin to comply with Occupational Safety and fully compacted subbase. Compaction shall be intersections as necessary to provide proper pressure air test per Section 602.03 of the City of Health Administration Standards. Keep trenches accomplished byy rolling with a smooth wheeled drainage. ndianapolis' Sanitary Sewer Standards. All sewers larger free from water while construction is in progress. roller weighing 8 to 10 tons. Compact to 95% than 24 inches shall be joint tested per Section 602.04. Under no circumstances lay pipe or appurtenances standard proctor density ASTM D698) 2. Dimensions - Walks and steps shall be one in standing water. Conduct the discharge from Along curbs, headers and walls and at all placed course construction and of widths and details All sewers 24 inches and less shall be tested b means trench dewatering to drains or natural drainage not accessible to the roller, the aggregate shown on the drawings. of a low-pressure air test to detect damaged by and or channels - SEE DETAIL ON SHEET C801. material shall be tamped with mechanical tampers p p gg or with approved hand tampers. 3. Finish - Screed concrete and trowel with a improper jointing. Testing shall be done per ASTM F 141 steel trowel to a hard dense surface after flexible and semi-rigid pipe and ASTM C 924 for RCP. F. S ecial Supports - Whenever in the opinion of the E. Bituminous Pavement -Hot as halt concrete surface water has disappeared. Apply medium g Engineer the soil at or below the pi a grade is broom finish and scribe o trot joints at 5 unsuitable for supporting sewers and appurtenances pavement shall be as specified m Section 400-410 P >o . All sewers greater than 24 inches shall be joint tested using PP 9 PP of the Indiana Department of Transportation foot spacing. Provide 1 2 expansion joints 9 P P cial support, sidewalks interse a maximum s ecified in this section, such s e where ct, and at air or water under low pressure. All joints shall be tested. P P Pn Specifications latest revisions. Paving will not Testing shall be per ASTM C 1103 and per City of in addition to those shown or specified, shall be be permitted during unfavorable weather or when spacing of 48 feet between expansion joints. Indianapolis Sanitary Sewer Standards and Specifications. provided as the Engineer may direct, and the the temperature is not in compliance with section contract will be adjusted. 401.05 of the INDOT Specifications. J. Curing Concrete - Except as otherwise specified, R. Force Main Testing - All force mains for lift stations and G. Backfilling - for a depth of at least 12 inches cure all concrete by one of the methods described common force mains in low pressures systems shall above the to of the pipe, backfill with earth or F. UtilityStructures - Check for correct elevation in Section 501.17 of the Indiana Department of be tested for leakage b a Hydrostatic YLeak Test ggranular material free f ram large stones, rock of amanhole covers, valve boxes and similar Transportation Specifications, latest revision. 9 Y fragments, roots or sod. Tam this backfill structures located within areas to be paved, and per Section 603.03. 9 P . make, or have made, any necessary adjustments in thoroughly, taking care not to disturb the pipe. such structures. The hydrostatic leak test shall be done in accordance For the remaining trench depth, backfill with earth with AWWA standards based on force main material, in or granular material containing stones or rocks npt G. Placing Concrete accordance with ASTM E 1003 and per Section 603.03. larger than 4 inches. Backfill under and within 5 of paved areas shall be granular material only and 1. Subgrade - Place concrete only on a moist, shall conform to local standards - compacted subgrade or base free from loose S. Manhole Testing - All manholes shall be tested thoroughly compacted by approved methods. material. Place no concrete on a muddy or for infiltration by means of a negative air (vacuum) frozen subgrade. ressure test per Section 604.04 of the City of H. Manhole Inverts - Construct manhole flow channels Indianapolis Sanitary Specifications. of concrete sewer pipe or brick, smoothly finished 2. Forms - All forms shall be free from warp, and of semicircular section conforming to the tight enough to prevent leakage and substantial All manholes shall be tested for infiltration by means of a inside diameter of the connecting sewers. Make enough to maintain their shape and position without Negative Air (Vacuum) Pressure Test. Testing shall changes in size or grade gradually and changes ins ringing or settling, when concrete is placed. be done per ASTM C 1244. direction by true curves. Provide such channels Forms shall be clean and smooth and coated with for all connecting sewers at each manhole. form release before placement of concrete. All internal chimney seals shall be tested using a leakage test. Testing shall be performed per Section 604.05. I. Subdrains - All subdrains shall be of the size 3. Placing Concrete - Concrete shall be shown on the plans and shall be constructed to the deposited so as to require as little grades shown. All drains constructed off-site as rehandling as practicable. When concrete is part of the outlet drain will be located as shown. to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of STORM SEWER SYSTEMS the Indiana Department of Transportation J. Utilities - It shall be the responsibility of each Specifications latest revision shall be contractor to verify all existing utilities and followed. 1. SCOPE OF WORK conditions pertaining to his phase of the work. It shall also be the contractors responsibility to The work under this section includes all storm sewers, contact the owners of the various utilities before storm water inlets, and related items including work is started. The contractor shall notify in excavating and backfilling, necessary to complete the writing the owners or the engineer of any changes, work shown on the drawings. All work and materials shall errors or omissions found on these plans or in the UTILITIES meet the local governing authorities specifications. field before work is started or resumed. 2. MATERIALS 1. WATER All water mains shall be installed and tested in accordance with local standards and requirements. STREETS AND PAVING A. Storm Sewers Minimum cover over top of all watermains to be 54" from finish grade. 1. Reinforced concrete sewer pipe shall conform 2. GAS to ASTM C-76 latest revision, with joints Gas mains shown in the plans are for information only. The local gas 1. SCOPE OF WORK conforming to ASTM C-443 latest revision when utility is responsible for final design and installation of new gas mains. storm pipe is continuously submerged in water. A. The work required under this section includes all 3. OTHER UTILITIES concrete and bituminous pavin and related items Electric, Telephone, and CAN lines shown in the plans are for information 2 corrugated steel p�ip e shall g P 2. Aluminized type g necessary to complete the work indicated on drawings only. The local utilitycompanies are responsible for final design and installation e manufactured in accordance with AASHTO M36 and described in the specifications, including but no y' P P 9 type I witk 2 2/3" x 1/2 corrugation jor limited to: of their respective utility lines. Z�" and 15 diameters; type IR with 3�4 x 3/4" x 7 1/2 corrugations for 18 diameter All streets, parking areas in contract limits and larger). The pipe shall be formed from Curbs and gutters. an aluminized steel type 2 coil that conforms Sidewalks and concrete slabs, exterior steps. to AASHTO M274. The minimum gage thickness of the pipe shall be as follows: Diameter Gage 2. MATERIALS 12"- 36" 16 42" - 48" 14 A. Concrete - Concrete shall be read mixed concrete 54 - 84 12 and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. 3. High density of eth ene pipe shall perform Minimum cement content shall be 6 bags per cubic to AASHTO M252 andy MA4 Type S specifications, yard of concrete and maximum water content shall latest revision, and shall have material be 5.5 U.S. gallons per sack of cement, including specifications conforming to ASTM D1248 or moisture in the aggregate. Slump for normal weight D3350, latest revision. concrete shall be a maximum of 4 inches and a minimum of 2 inches. The slump of machine place concrete shall be no less than 1-1/4 inches nor 4. Polyvinyl Chloride (PVC) profile wall gravity flow storm more than 3 inches. Standard testASTM C-143 sewer pipe shall be the integral wall bell and spigot type with shall be used to measure slump. Compressive elastomenc seal joints and smooth inner walls in accordance with strep th of concrete at 28 days shall be 4000 psi. AASHTO M304. A minimum Cell Class of 12454C or 12364C All exterior concrete shall have air entrainment of as set forth by ASTM D 1784 shall be required. 5% to 8% by volume per ASTM C-260. Retempering delivered concrete will not be allowed. Concrete shall Smoothwall PVC pip shall be in accordance with ASTM F 679 be composed of: or AASHTO M 278 for the specified sizes, and shall have a minimum Cell Class of 12364C for pipes meeting- 1. Portland cement - Conforming to ASTM C-150, specification T e IA rt T e IIIA. ASTM F 679, or 12454C for pipes meeting specTmcation YP YP AASHTO M 278. Cell class properties shalr be set forth by ASTM D 1784. 2. Aggregates: Conforming to ASTM C-33 B. Manholes 3. Water - Shall be clear and free from injurious amounts of oils, acids alkalis, 1. Precast reinforced concrete manhole sections organic materials or other deleterious and steps shall conform to ASTM C-478 latest substances. revision. B. Welded Steel Wire Fabric - Where required for 2. Casting shall be of uniform quality, free concrete reinforcement shall conform to ASTM A185. from blow holes porosity, hard spots, shrinkage distortion or other defects. They C. Premoulded Joint Filler - Shall be of non shall be smooth and well cleaned by shot -extruding type meeting ASTM D-544 except that -blasting or by some other approved method. premoulded joint filler used in concrete walk They shall be coated with asphalt paint construction may be either non -extruding or which shall result in a smooth coatig, resilient. tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting D. Bituminous Pavement Materials - All materials ASTM A-48 latest revision. proposed for the construction of bituminous pavements shall comply with the Indiana Department 3. Joints - Manhole sections shall be jointed of Transportation specifications, per latest with rubber type askets. The rubber type revision. gaskets shall meet ASTM C-443 latest revision. When manhole and storm pipe are continuously in water. E. Compacted Aggregate Subbase: Shall be crushed C. SUBDRAINS stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be 1. Perforated plastic pipe subd ains shall conform limited to a maximum of 8% of the total. Material P " shall be free from an excess of flat, elongated, to ASTM F-405, AASHTO M-252 �4 to 10 pipe). thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: 3. APPLICATION SIEVE SIZE % PASSING A. Permits and Codes - The intent of this section of 1. 1/2" 100 the specifications is that the contractor's bid on 1 " 80-100 the work covered herein shall be based upon the 3/4 70-90 drawings ands specifications but that the work 1/2" 55-80 shall comply with all applicable codes and 4 35-60 regulations as amended by any waivers. Contractorr200 25-50 shall furnish all bonds necessary to get permits 0 12-30 for cuts and connections to existing sewers. 5-10 Contractor shall notify the County Surveyors Office "COMMERCIAL GRADE #53 AGGREGATE MAY BE USED a minimum of 72 hours prior to the commencement IN PARKING GARAGE. of storm sewer construction. C0 A U) Z w D li� -� Z () VWa Z o w 00 P4 a Q o � V4 it W a W z N E ¢_�.()0 � (n o C o���_J 0 r-0z77w �w w a� r-. dH (O Z N Z r o Z Z V Z . W W W ' W Z co Z W U 0J Q U LL 0 OLU w Q Z 0 � � 2 � Z 3: 0 0) J 2 Z �_ W � J Q � wQ W o U Q N Q ��%11111i►1iii .�`\GF-R C. wAR4 �''�. ,,���p.`l*t�1STEV � p ..-'� No. PE19800489 -o = STATE OF ; ,,o, -/HDIA o,, �C,\�. ��''FSS�ONAL EAG BY: � 64M DATE: 12/15/17 SHEET C901 OF 12 JOB#: BAX.005 City of Carmel Concrete Curb Policy December 13, 2006 1) Genera A) The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre -construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre -construction meeting. M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2) Foundation A) General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii)Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6 -inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A) General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Concrete Curb A) General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. Freeze protection admixtures shall not be utilized under any circumstances. iv)Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi)Installation of the concrete curbing indicated on the approved construction documents shall be completed in the some paving season. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications with the exception that placement operations shall not begin until the ambient temperature is 50'F and rising. Placement operations shall be discontinued when the ambient temperature is descending and is 50'F or below. At the discretion of the Engineer, concrete may be placed at ambient temperatures less than noted above provided that placement, jointing, finishing and curing operations conform to Sections 502.11 and 702.11 of the Standard Specifications ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii)Under no circumstances shall concrete curb be placed between December 15 and March 30. iv)lf a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. of Section complies with the requirements 4C i of this c temperature om Base surface v) If the ambient and soil subgrade or Aggregatep p q ( ) policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi)The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(4) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(c) and 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii)Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be located at the some location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of %-inch. iii)Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the some location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip -formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii)The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. 1) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. C� A Z Z w J U) �j Z Z w O W w d � Cl) F+y 4 o W a MQ N O 0 U tm 0z� o c) r_ W_J0. w a � �Gwz a U) Z Z N o Z r Z v W W W Z 0 Z W J U _U J O CL J m W G CU Q W U� W W U Z O U 6 Z V) W 1. GIST No. PE19800489 -o' STATE OF ; S/ONAL BY: J�mm� DATE: 12/15/17 SHEET C902 OF 12 JOB#: BAX.005