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HomeMy WebLinkAbout09040009-10 Glick Indoor Self Storage Large Plan Pg 17rn 9 a. z O- M 0 (0 0 0 0 (0 0 m c 0 U o rn C 0 0 0 N o b i E 0 0� v 0 a� 0 N C p Z U L� 0 U 0 �0 o as MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION 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 SUBGRADE) PLUS 1 -0 BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 -FEET. 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. COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS 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 EVIATION 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 GREATER (AT 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. 6" CONCRETE STORM SEWER PLAN AND PROFILE NOTES: FULL DEPTH GRANULAR BACKFILL SHALL BE DETAIL 10 -28 ON SHEET C601. REFER TO DETAIL 10 -28, SHEET C601 FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND DOES NOT INCLUDE END SECTIONS. THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. d 10 T.C. ELEVATION a es d m a SLQPE d d 10 4 6" (TYP.) d d 3' -0" d 4 4 e a as d N L,J d 0 SECTION 4 d a °a 3' -0" "DUMP NO WASTE DRAINS TO WATERWAY" 4 w a !SLOPE 1. STRAIGHT -OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW /CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 2. A MAXIMUM OF TWO (2) SKEW /CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 3. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED �r— d d R (0 NEENAH R -3405 OR EQUAL PAVEMENT PAVED AREA INLET TYPE "A" PIPE SIZES 12" TO 15" (No SCALE) N) NOTES: 9 NEENAH R -3405 OR EQUAL 1 6" CONCRETE PRECAST OR POURED IN PLACE. 2 REFER TO BEDDING DETAIL AS REQUIRED 3 VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW /CORNER CONNECTIONS CLASS "A" CONCRETE INLET SET ON 6" BASE OF #8 STONE OR #2 STONE 9 6" CONCRETE 8" FROM OUTSIDE OF PROPOSED PIPE 4 8 d e 4 e a 4. SLQPE d: d T.C. ELEVATION 2 REBAR 3.5' EA. WALL 6" (TYP.) 8 4 HEADWALL DETAIL FOR STM. STR. 102 PLAN VIEW 4 4 3' -6" 4 d a d 4 a. a 0 V) PROP. PIPE W a- 0 00000000 00000000 00000000 00000000 00000000 00000000 00000000 00000000 e a 3' -6" "DUMP NO WASTE DRAINS TO WATERWAY" SECTION A -A 4 d 4 .4 !SLOPE NEENAH R -3350 OR EQUAL PAVEMENT 1. STRAIGHT -OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW /CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO EN ;URE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 2. A MAXIMUM OF TWO (2) SKEW /CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 3. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED PAVED AREA INLET TYPE "E" 8" FROM OUTSIDE OF PROPOSED PIPE (NO SCALE) CO 45° (0 2 REBAR 3.5' EA. WALL (NO SCALE) NOTES: 7 #4 REBAR 6" O.C. cz, N NEENAH R -3350 OR EQUAL Heavy Duty Catalog No. R -3404 R -3405 R- 3405 -A• R- 3405 -B 1 6" CONCRETE PRECAST OR POURED IN PLACE. 2 REFER TO BEDDING DETAIL AS REQUIRED 3 VAR. PIPE SIZE 24" MAX STRAIGHT CONNECTIONS 15" MAX SKEW /CORNER CONNECTIONS CLASS "A' CONCRETE INLET SET ON 6" BASE OF #8 STONE OR #2 STONE 7 4 A Grooved end on outlet end Tongue end on inlet end D Grooved (or tongue) to be the some as on Standard Reinforced Concrete Pipe ASTM Designation C 76 6 R- 3404 -5 Gutter Inlet Frames and Grates 21 1 /2 x 21 1 /2 23 5 /8x 23 5 /8 23 23 PLAN VIEW B 1 1 /2 1 1 /2 2 2 "Same as R- 3405 -A except base flange on 3 sides only. *Also available with Type L grate. See R- 3588 -LL. 26 7/8" x 26 7/8" 23 5/8" x 23 5/8" r— 1'• r— 2 1/8" 323/4 "x323/4" R -5050 SERIES TYPES SF, CF, AND FF AUTOMATIC DRAINAGE GATES FOR STM. STR. #102 B =(D -C) 3 X1.3 3e$ CIIm3risl.oa CJ�t41l >a. 9 6 ina L-A LONGITUDINAL SECTION 2?2 1AH Class "A" Concrete C 20 1/8 x 20 22 x 22 22 x 22 22 x 22 Fr PE CF $tt23+`lt 4 to. h. trugat(c1 nit+t i pipe, 1 44atyt1,c3 to flR ri4Ilea#I C GtI'l gatkz4 mt e. 1 1/2" 6 1 1/2" R Dimensions in Inches 30 32 3 /4 x 32 3 /4 32 1 /8 x 32 1 /8 32 1 /8 x 29 PIPE CULVERT E A.t azTie'tc rcfT' p:4ta4 rg. T4'P'E :FF Atta oof iQ na Icp 1 P»ii pi j$. �r 4 L IJ SECTION A A Diameter F 5 1 /8 6 6 1 /8 6 1 /8 SECTION Y Y 12 "CtoC J I Max. Spacing �l 5 It 1111 TIII III l��l��l_I� Computed length of culvert Pay length of culvert End Section I Length (D) 1 SLOPE DETAIL 5 II II II G 2x2 2 1 /8 x 2 1 /8 2 1 /4 x 2 1 /4 2 1 /4 x 2 1 /4 CONCRETE END SECTION H 15 /16 1 1 7 /16 1 7 /16 T I P E tiF Altached Y; a:N' ,tttt(N wall_ 1 1/2" R Botts (See Sheet ME -1 Riprap to be placed on side slope when called for on plans. Illustrating R 3405 2.00 .:�illllllli�:. 4 R- 4215 -C Convex Grate Heavy Duty For side ditch drainage. 14' WIDE TRASH GUARD NOTE: When specifying /ordering grates, refer to "CHOOSING THE PROPER INLET GRATE" on pages 108 -109. For FREE OPEN AREAS of Neenah Grates, refer to pages 326 -330. R -3341 to R -3351 Series Concave Gutter Inlet Frames and Grates Heavy Duty Grates in this series not recommended for bicycle traffic. Catalog No. n 2211 n 3312* R 3311tt R 221ii R 2216 n 3317 n 3347 A R 3310 R -3350 R 2261t *Only available with 30° diameter base. tFurnished with openings parallel with gutter. ttGrate supported by lugs. r IW ASOS.31 1W.4102.110 110' WATER QUALITY ORIFICE NV.4101.75 TRASH GUARD !MET BABE SET ON S' OF St STONE 2.1W A AA B 7 1 11 1 c 13 16 16 22 1 4 22 21 28 22 3.W 2.00 O 't f st i' i! t i i t i !1 41141��1 '1 !'i 1-1��1��1� 4�1�," 1��1 LOW —FLOW OUTLET CONTROL STRUCTURE FOR STM. STR. #103 TAC SU 3 2 1 l 2 2 1 3 /4 1 l\' D Dimensions in Inches Q 10 13 12 1fi' /L 20' 1©'/, -C' 29 20 E D DD 20 3G'/ 2C' 29 29 E 16 1 30 23 2 36 29N 36 35 26 R -3346 Frame and Grate, R -3350 Frame and Grate 11A0 MI'J"FAT, 12.20 INV.4Ot31 EE F 10 6 li, 0 l' 1 39 0 1 1 31 6 1 1 /1 17 7 1 Dia. 8 4C 1 C 1 36 7 1 35 6 1 3 /8 26 6 1 3'4 irarrima vili Nr9►, 14.00 14.4000 2 A -A J 1/ D D E E R -3342 Frame and Grate LOW T.C. ELEV..l07.70 INLET BABE SET ONB'OF02STONE 12' R.C.P OUTLET NEENAH FRAME AND ORATE R4216C 0.50' APED 6/4/2019 TYP. S' THICkt S 12' R.C.P OUTLET 0 I A v ``I \IIIIt .'t G \ST E, SHEET NO. PROJECT NO. I■1 0 VD N M 0 0 IN --1 p MOOM 00 U ,k cm CD 15, 23 ca co �v 00 //liimittN W09 -0041 0 0 N P JAMES E. SHIELDS JR. P.E. 10201333 C602 0000❑❑❑❑ 00000000 00000000 0 0 0 0 00000000 00000000 00000000 00000000 rn 9 a. z O- M 0 (0 0 0 0 (0 0 m c 0 U o rn C 0 0 0 N o b i E 0 0� v 0 a� 0 N C p Z U L� 0 U 0 �0 o as MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION 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 SUBGRADE) PLUS 1 -0 BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 -FEET. 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. COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS 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 EVIATION 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 GREATER (AT 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. 6" CONCRETE STORM SEWER PLAN AND PROFILE NOTES: FULL DEPTH GRANULAR BACKFILL SHALL BE DETAIL 10 -28 ON SHEET C601. REFER TO DETAIL 10 -28, SHEET C601 FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND DOES NOT INCLUDE END SECTIONS. THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. d 10 T.C. ELEVATION a es d m a SLQPE d d 10 4 6" (TYP.) d d 3' -0" d 4 4 e a as d N L,J d 0 SECTION 4 d a °a 3' -0" "DUMP NO WASTE DRAINS TO WATERWAY" 4 w a !SLOPE 1. STRAIGHT -OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW /CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 2. A MAXIMUM OF TWO (2) SKEW /CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 3. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED �r— d d R (0 NEENAH R -3405 OR EQUAL PAVEMENT PAVED AREA INLET TYPE "A" PIPE SIZES 12" TO 15" (No SCALE) N) NOTES: 9 NEENAH R -3405 OR EQUAL 1 6" CONCRETE PRECAST OR POURED IN PLACE. 2 REFER TO BEDDING DETAIL AS REQUIRED 3 VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW /CORNER CONNECTIONS CLASS "A" CONCRETE INLET SET ON 6" BASE OF #8 STONE OR #2 STONE 9 6" CONCRETE 8" FROM OUTSIDE OF PROPOSED PIPE 4 8 d e 4 e a 4. SLQPE d: d T.C. ELEVATION 2 REBAR 3.5' EA. WALL 6" (TYP.) 8 4 HEADWALL DETAIL FOR STM. STR. 102 PLAN VIEW 4 4 3' -6" 4 d a d 4 a. a 0 V) PROP. PIPE W a- 0 00000000 00000000 00000000 00000000 00000000 00000000 00000000 00000000 e a 3' -6" "DUMP NO WASTE DRAINS TO WATERWAY" SECTION A -A 4 d 4 .4 !SLOPE NEENAH R -3350 OR EQUAL PAVEMENT 1. STRAIGHT -OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW /CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO EN ;URE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 2. A MAXIMUM OF TWO (2) SKEW /CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 3. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED PAVED AREA INLET TYPE "E" 8" FROM OUTSIDE OF PROPOSED PIPE (NO SCALE) CO 45° (0 2 REBAR 3.5' EA. WALL (NO SCALE) NOTES: 7 #4 REBAR 6" O.C. cz, N NEENAH R -3350 OR EQUAL Heavy Duty Catalog No. R -3404 R -3405 R- 3405 -A• R- 3405 -B 1 6" CONCRETE PRECAST OR POURED IN PLACE. 2 REFER TO BEDDING DETAIL AS REQUIRED 3 VAR. PIPE SIZE 24" MAX STRAIGHT CONNECTIONS 15" MAX SKEW /CORNER CONNECTIONS CLASS "A' CONCRETE INLET SET ON 6" BASE OF #8 STONE OR #2 STONE 7 4 A Grooved end on outlet end Tongue end on inlet end D Grooved (or tongue) to be the some as on Standard Reinforced Concrete Pipe ASTM Designation C 76 6 R- 3404 -5 Gutter Inlet Frames and Grates 21 1 /2 x 21 1 /2 23 5 /8x 23 5 /8 23 23 PLAN VIEW B 1 1 /2 1 1 /2 2 2 "Same as R- 3405 -A except base flange on 3 sides only. *Also available with Type L grate. See R- 3588 -LL. 26 7/8" x 26 7/8" 23 5/8" x 23 5/8" r— 1'• r— 2 1/8" 323/4 "x323/4" R -5050 SERIES TYPES SF, CF, AND FF AUTOMATIC DRAINAGE GATES FOR STM. STR. #102 B =(D -C) 3 X1.3 3e$ CIIm3risl.oa CJ�t41l >a. 9 6 ina L-A LONGITUDINAL SECTION 2?2 1AH Class "A" Concrete C 20 1/8 x 20 22 x 22 22 x 22 22 x 22 Fr PE CF $tt23+`lt 4 to. h. trugat(c1 nit+t i pipe, 1 44atyt1,c3 to flR ri4Ilea#I C GtI'l gatkz4 mt e. 1 1/2" 6 1 1/2" R Dimensions in Inches 30 32 3 /4 x 32 3 /4 32 1 /8 x 32 1 /8 32 1 /8 x 29 PIPE CULVERT E A.t azTie'tc rcfT' p:4ta4 rg. T4'P'E :FF Atta oof iQ na Icp 1 P»ii pi j$. �r 4 L IJ SECTION A A Diameter F 5 1 /8 6 6 1 /8 6 1 /8 SECTION Y Y 12 "CtoC J I Max. Spacing �l 5 It 1111 TIII III l��l��l_I� Computed length of culvert Pay length of culvert End Section I Length (D) 1 SLOPE DETAIL 5 II II II G 2x2 2 1 /8 x 2 1 /8 2 1 /4 x 2 1 /4 2 1 /4 x 2 1 /4 CONCRETE END SECTION H 15 /16 1 1 7 /16 1 7 /16 T I P E tiF Altached Y; a:N' ,tttt(N wall_ 1 1/2" R Botts (See Sheet ME -1 Riprap to be placed on side slope when called for on plans. Illustrating R 3405 2.00 .:�illllllli�:. 4 R- 4215 -C Convex Grate Heavy Duty For side ditch drainage. 14' WIDE TRASH GUARD NOTE: When specifying /ordering grates, refer to "CHOOSING THE PROPER INLET GRATE" on pages 108 -109. For FREE OPEN AREAS of Neenah Grates, refer to pages 326 -330. R -3341 to R -3351 Series Concave Gutter Inlet Frames and Grates Heavy Duty Grates in this series not recommended for bicycle traffic. Catalog No. n 2211 n 3312* R 3311tt R 221ii R 2216 n 3317 n 3347 A R 3310 R -3350 R 2261t *Only available with 30° diameter base. tFurnished with openings parallel with gutter. ttGrate supported by lugs. r IW ASOS.31 1W.4102.110 110' WATER QUALITY ORIFICE NV.4101.75 TRASH GUARD !MET BABE SET ON S' OF St STONE 2.1W A AA B 7 1 11 1 c 13 16 16 22 1 4 22 21 28 22 3.W 2.00 O 't f st i' i! t i i t i !1 41141��1 '1 !'i 1-1��1��1� 4�1�," 1��1 LOW —FLOW OUTLET CONTROL STRUCTURE FOR STM. STR. #103 TAC SU 3 2 1 l 2 2 1 3 /4 1 l\' D Dimensions in Inches Q 10 13 12 1fi' /L 20' 1©'/, -C' 29 20 E D DD 20 3G'/ 2C' 29 29 E 16 1 30 23 2 36 29N 36 35 26 R -3346 Frame and Grate, R -3350 Frame and Grate 11A0 MI'J"FAT, 12.20 INV.4Ot31 EE F 10 6 li, 0 l' 1 39 0 1 1 31 6 1 1 /1 17 7 1 Dia. 8 4C 1 C 1 36 7 1 35 6 1 3 /8 26 6 1 3'4 irarrima vili Nr9►, 14.00 14.4000 2 A -A J 1/ D D E E R -3342 Frame and Grate LOW T.C. ELEV..l07.70 INLET BABE SET ONB'OF02STONE 12' R.C.P OUTLET NEENAH FRAME AND ORATE R4216C 0.50' APED 6/4/2019 TYP. S' THICkt S 12' R.C.P OUTLET 0 I A v ``I \IIIIt .'t G \ST E, SHEET NO. PROJECT NO. I■1 0 VD N M 0 0 IN --1 p MOOM 00 U ,k cm CD 15, 23 ca co �v 00 //liimittN W09 -0041 0 0 N P JAMES E. SHIELDS JR. P.E. 10201333 C602