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Stormwater Pipes plan
STORM PLAN UTILITIES ABBREVIATIONS AND SYMBOLS STORM SANITARY ©I CURB INLET © SANITARY MANHOLE I❑ INLET GT XXXX GAL GREASE TRAP © LAWN INLET ® CLEAN OUT ® MANHOLE RD ROOF DRAIN MI MANHOLE W/ INLET CASTING ® CLEAN OUT ® DOWN SPOUT VIF VERIFY IN FIELD MATERIALS: STORM 1. ALL STORM SEWER PIPE SHALL BE PVC SDR 35 EXCEPT AS NOTED. 2. ALL STRUCTURES TO BE GROUTED BOTH INSIDE AND OUTSIDE THE POINT OF CONNECTION. 3. ALL CASTINGS SHALL BE LETTERED "STORM" OR "STORM SEWER" 4. ALL CASTINGS SHALL BE HEAVY DUTY. 5. DS = DOWNSPOUT EXTENSION 6. DS = 6 "0 PVC SDR -35 UNLESS CALLED OUT OTHERWISE. 7. ALL UNDERDRAINS SHALL BE SDR -33 PERFORATED PVC WITH 3 HOLES LOCATED AT 120' 8. ALL STRUCTURES FOR STORM AND SANITARY SEWERS SHALL BE PRECAST. SANITARY 1. SANITARY PIPE TO BE SDR -35 PVC. 2. ALL MANHOLES SHALL HAVE A -LOK GASKETS 3. ALL CASTINGS SHALL BE LETTERED "SANITARY" OR "SANITARY SEWER" 4. ALL STRUCTURES FOR STORM AND SANITARY SEWERS SHALL BE PRECAST. SAMPLE Oc� REFERENCE ANGLE •��� CENTER LINE OF PIPE PIPE INVERT 70.04' PIPE DIAMETER STR# 7 STRUCTURE ID GRADE 849.00 GRADE AT STRUCTURE LI STRUCTURE TYPE DIAM 42" PROPOSED DIAMETER (CONFIRM) HEIGHT 7.46 HEIGHT OF STRUCTURE MIN. 841.54 LOWEST INVERT IN STRUCTURE 18 "0 IE. 845.47 77.04° (MANUFACTURE STRUCTURES OF SIZE AND 30 "0 IE. 841.54 179.21' SHAPE TO ACCEPT PIPES AS SHOWN) 24 "0 IE. 841.54 359.57' STRUCTURE DATA TABLE STR# 1 GRADE 851.40 CI DIAM 24" HEIGHT 3.00 MIN. 848.40 12 "0 IE. 848.40 309.56° STR# 2 GRADE 850.50 LI DIAM 24" HEIGHT 2.98 MIN. 847.52 12 "0 IE. 847.52 129.56' 12 "0 IE. 847.52 311.32' STR# 3 GRADE 851.50 CI DIAM 24" HEIGHT 4.17 MIN. 847.33 12 "0 IE. 847.33 131.32' 12 "0 IE. 847.33 270.61' STR# 4 GRADE 849.60 1 DIAM 36" HEIGHT 3.53 MIN. 846.07 12 "0 IE. 846.07 90.61° 18 "0 IE. 846.07 257.04' 15 "0 IE. 846.39 332.02° STR# 5 GRADE 849.60 CI DIAM 24" HEIGHT 3.00 MIN. 846.60 15 "0 IE. 846.60 152.02' STR# 6 GRADE 845.50 CI DIAM 24" HEIGHT 3.00 MIN. 842.50 18 "0 IE. 842.40 14.59' 12 "0 IE. 842.50 177.05' STR# 7 GRADE 849.00 LI DIAM 42" HEIGHT 7.46 MIN. 841.54 18 "0 IE. 845.47 77.04' 30 "0 IE. 841.54 179.21' 24 "0 IE. 841.54 359.57' STR# 8 GRADE 845.60 CI DIAM 60" HEIGHT 3.29 MIN. 842.31 18 "0 IE. 842.31 194.59' 211"0 IE. 842.25 117.97' 12 "0 IE. 842.60 352.93' 12 "0 IE. 842.90 68.15' STR# 9 GRADE 846.40 CI DIAM 24" HEIGHT 3.00 MIN. 843.40 12 "0 IE. 843.40 172.93' STR# 10 GRADE 847.40 CI DIAM 24" HEIGHT 2.70 MIN. 844.70 12 "0 IE. 844.70 248.15' STR# 11 GRADE 848.00 MH DIAM 48" HEIGHT 6.28 MIN. 841.72 211"0 IE. 841.72 297.97' 24 "0 IE. 841.72 179.57' STR# 12 GRADE 850.00 MH DIAM 48" HEIGHT 9.32 MIN. 840.68 30 "0 IE. 840.68 359.21' 30 "0 IE. 840.68 153.19' STR# 13 GRADE 846.50 MH DIAM 48" HEIGHT 6.30 MIN. 840.20 30 "0 IE. 840.20 333.19° 30 "0 IE. 840.20 89.65' STR# 14 GRADE 845.00 MH DIAM 48" HEIGHT 5.44 MIN. 839.56 30 "0 IE. 839.56 269.65' 30 "0 IE. 839.56 22.92' STR# 15 GRADE 839.50 ES MIN. 839.50 30 "0 IE. 839.50 202.92° STR# 16 GRADE 839.50 ES MIN. 839.50 10 "0 IE. 839.50 131.07' STR# 17 GRADE 838.05 1 DIAM 24" HEIGHT 2.25 MIN. 835.80 10 "0 IE. 835.80 311.07' 12 "0 IE. VIF 0.00' STR# 18 GRADE 848.00 1 DIAM 24" HEIGHT 3.00 MIN. 845.00 12 "0 IE. 845.00 357.05° CV co w H a V O y co a w 3 O x Z z z a u- m 0 0 0 N H O a O V �? L o 0 _a= o LLJ =Y\ Q Z N O mr O V p: W Z F Q a Z U o � z_ Q J co J w W - W Z or 0 0� J Q = Q W F- 0 U O W W O � O c� w I w I U V a m cr O cn 0 0 0 0 0 N z � H O a U � 0 m o z w 3 V w Z � V w H D G z N z 0 w ir r r CARMEL UNITED METHODIST 200097.00 J J= ON <60 Q. �? L o 0 _a= o LLJ =Y\ Q Z N O mr O V p: W Z F Q a Z U o � z_ Q J co J w W - W Z or 0 0� J Q = Q W F- 0 U O W W O � O c� w I w I U V a m cr O cn 0 0 0 0 0 N z � H O a U � 0 m o z w 3 V w Z � V w H D G z N z 0 w ir r r CARMEL UNITED METHODIST 200097.00