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Home My WebLink AboutStorm Plan and Profiles pg1W o 21, CL M _O N � O 17 y C d O ` iC 0 c% L5 o ,� U O. v rn O 0 C=) t 0 S2 0 04 N O 5 O CD N 00 8 w up 6 O V N u y / O O o e -s o, a a % L O N N J to (� r7 M M �. x00 > w v rn rn o � N O O O x S &° d N $ N M Of N p, N N U OHO �N � a � � o =774.97 kp 5 RE= 779.05 RE =7781 1 704 703 25' MINIMUM SIDE YARD .0 .� -. .,... .,r:.,..:.•. '.ti.r, ..n.uw.,,.,,,w....:... ...r.uW4`ut. ^••. 1:.. rub ...�..:.......wltnu.a.:..uwu. .,: n.' s. er. �tiw+ oMY: 4K+`rWV...a,.:rWUw:an....w✓. -.n .1 w I RE= 778.10 1 1 ,, I RE= 778.10 F ... _..... -..... . .............. . ....... . 790 790 EXISTING GROUND 785 w N 785 LO M ^ _ o^ _ P u II a a n cn o- � w w -" _ -- w II 780 780 _ GRADE« 14LF 15" R P ®0.287. 775 BE LINE Q LO Cn 00 r, -0 +50 0 +00 0 +50 1 +00 1 +50 PROFILE - STR 711 TO STR 713 HOR. SCALE = 1A =50' VERT. SCALE = 1' =5' 785 780 775 770 10 +50 785 780 775 -0 +50 U +UU 0 +50 1+00 PROFILE - STR 710 TO STR 712 HOR. SCALE = 1 " =50' VERT. SCALE = 1' =5' 785 780 775 1+50 79( 78E 780 775 770 44 6 +00 5 +50 5 +00 4 +50 PROFILE - STR 701 TO STR 709 HOR. SCALE = 1A 50 =' VERT. SCALE = 1A =5' 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 0 +00 785 780 775 770 -0 +50 N 0 25 50 100 12.5 37.5 75 SCALE: 1"=50' 0 PRORLE LEGEND 4) O O O O O�Ic�e 1%m�r' O O O --� O z GRADE 805 O O O O O ope pcf}O" o %i'9 � I y x r �� 0 +52 ' �7 r 715 RE= 774.62 CL) goo DATUM HYDRAULIC STATION �'2 +00 W GRADE U LINE Q�ZXUd GRANULAR BACKFILL a C) �a t 2 w z Qua Q Cl) 0 M M U W o z < z z 0 = ,2 E E CL U .v 3 _O •� Q CU I j 780.06 X _ _ 'A' a m� o m J YQ __j cnQ� L U o W p � 6 N U 6 v5f ' h I 24 I 779.61 709 708 707 779.2 RE= 778.15 1 RE= 777.80 RE= 779.05 AOUASWIRL (AS -5) 1ST WATER OUALITY BM 20LF 6" SSD ® 1.00% to aJ x ti TI I T _(TYPICAL) mss 011nr - t N 35' SIDE YARD W/ 35' UIL I ? El T I ST ! - � ' I � L � 702 1 I -SF T RE= 779.86 706 70 =774.97 kp 5 RE= 779.05 RE =7781 1 704 703 25' MINIMUM SIDE YARD .0 .� -. .,... .,r:.,..:.•. '.ti.r, ..n.uw.,,.,,,w....:... ...r.uW4`ut. ^••. 1:.. rub ...�..:.......wltnu.a.:..uwu. .,: n.' s. er. �tiw+ oMY: 4K+`rWV...a,.:rWUw:an....w✓. -.n .1 w I RE= 778.10 1 1 ,, I RE= 778.10 F ... _..... -..... . .............. . ....... . 790 790 EXISTING GROUND 785 w N 785 LO M ^ _ o^ _ P u II a a n cn o- � w w -" _ -- w II 780 780 _ GRADE« 14LF 15" R P ®0.287. 775 BE LINE Q LO Cn 00 r, -0 +50 0 +00 0 +50 1 +00 1 +50 PROFILE - STR 711 TO STR 713 HOR. SCALE = 1A =50' VERT. SCALE = 1' =5' 785 780 775 770 10 +50 785 780 775 -0 +50 U +UU 0 +50 1+00 PROFILE - STR 710 TO STR 712 HOR. SCALE = 1 " =50' VERT. SCALE = 1' =5' 785 780 775 1+50 79( 78E 780 775 770 44 6 +00 5 +50 5 +00 4 +50 PROFILE - STR 701 TO STR 709 HOR. SCALE = 1A 50 =' VERT. SCALE = 1A =5' 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 0 +00 785 780 775 770 -0 +50 N 0 25 50 100 12.5 37.5 75 SCALE: 1"=50' 0 PRORLE LEGEND n 4) PROPOSED O z GRADE 805 805 $ � EXISTI C GROUND soo CL) goo DATUM HYDRAULIC STATION �'2 +00 W GRADE U LINE Q�ZXUd GRANULAR BACKFILL n I. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE Z (5) FEET IN DEPTH. W 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A - TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. J - V v w v LLJ 3 w 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS ° ^ ^ c°ao N WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. U. a °i.' to N rn o 6 � 790 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. O N ^ ^ THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. .- F 'r II II p Q II _ }� ``' `-' w w w ., _ _ , EXISTING 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET �/� GROUND - FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE Q .�// _ - - APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. 785 AT NO COST TO THE OWNER. � 3 z w 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE Q i - - °D ,n `� FLOW INTO THE STRUCTURE. W a PROPOSED T � r -0: GRADE 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY a ■� - M a C' ,^� - REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. J M - or-w II II N - - 8. to FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL 80 - 7 ED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. r 9. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. A+ _ 23CF M"MP�O 2'1 - 10. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE W _ _ UC URE MUST O N - - - BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: CO �22LF t8 RCP X0.25% - - - A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON- SHRINK GROUT. 0 N 775 B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') q EC LINE Qj - B" -PVC- - - -- - -- DIAMETER BY A MINIMUM SIX INCH (6 ") THICK, 4,000 PSI CONCRETE COLLAR WITH co r V 4x4x10 GAUGE WIRE MESH OVER THE EXTERIOR OF THE MANHOLE. ai -IE= 774.78 C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. � .2 8" WATER SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE Keyplan: REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE INDIANAPOLIS SANITARY SEWER DISTRICT STANDARDS, MAY 1989, AND ITS ADDENDUMS. - 770 - - - - 11. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE. co o - - N - ^ 12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING - ,ri -- N ry � CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO . __ C11 110. 2 110 co CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 O +QO -0 +50 13. PER CITY OF CARMEL: � +�p The storm sewer system shall be constructed per design specified and as approved by the City of PROFILE - STR 709 1 T O 1 fl 711 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 HOR. SCALE = 1 W approval 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 o requirement on VERT. SCALE = 1N=5' os- built /record drawings submitted for release of performance guarantees. Approved design slopes Drawing Number: identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require os -built certification at the time of construction, prior to bockfilling 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. C701 4) Uj O z � / Q G $ � � � N v O C 1= Q CL) L m W }OF`= U Q�ZXUd a C) �a t 2 w z Qua Q Cl) 0 M M I. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE Z (5) FEET IN DEPTH. W 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A - TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. J - V v w v LLJ 3 w 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS ° ^ ^ c°ao N WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. U. a °i.' to N rn o 6 � 790 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. O N ^ ^ THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. .- F 'r II II p Q II _ }� ``' `-' w w w ., _ _ , EXISTING 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET �/� GROUND - FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE Q .�// _ - - APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. 785 AT NO COST TO THE OWNER. � 3 z w 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE Q i - - °D ,n `� FLOW INTO THE STRUCTURE. W a PROPOSED T � r -0: GRADE 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY a ■� - M a C' ,^� - REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. J M - or-w II II N - - 8. to FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL 80 - 7 ED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. r 9. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. A+ _ 23CF M"MP�O 2'1 - 10. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE W _ _ UC URE MUST O N - - - BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: CO �22LF t8 RCP X0.25% - - - A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON- SHRINK GROUT. 0 N 775 B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') q EC LINE Qj - B" -PVC- - - -- - -- DIAMETER BY A MINIMUM SIX INCH (6 ") THICK, 4,000 PSI CONCRETE COLLAR WITH co r V 4x4x10 GAUGE WIRE MESH OVER THE EXTERIOR OF THE MANHOLE. ai -IE= 774.78 C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. � .2 8" WATER SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE Keyplan: REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE INDIANAPOLIS SANITARY SEWER DISTRICT STANDARDS, MAY 1989, AND ITS ADDENDUMS. - 770 - - - - 11. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE. co o - - N - ^ 12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING - ,ri -- N ry � CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO . __ C11 110. 2 110 co CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 O +QO -0 +50 13. PER CITY OF CARMEL: � +�p The storm sewer system shall be constructed per design specified and as approved by the City of PROFILE - STR 709 1 T O 1 fl 711 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 HOR. SCALE = 1 W approval 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 o requirement on VERT. SCALE = 1N=5' os- built /record drawings submitted for release of performance guarantees. Approved design slopes Drawing Number: identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require os -built certification at the time of construction, prior to bockfilling 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. C701 4) z o Oa J L m >zoc� a C) U W o z < z z 0 = I. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE Z (5) FEET IN DEPTH. W 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A - TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. J - V v w v LLJ 3 w 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS ° ^ ^ c°ao N WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. U. a °i.' to N rn o 6 � 790 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. O N ^ ^ THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. .- F 'r II II p Q II _ }� ``' `-' w w w ., _ _ , EXISTING 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET �/� GROUND - FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE Q .�// _ - - APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. 785 AT NO COST TO THE OWNER. � 3 z w 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE Q i - - °D ,n `� FLOW INTO THE STRUCTURE. W a PROPOSED T � r -0: GRADE 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY a ■� - M a C' ,^� - REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. J M - or-w II II N - - 8. to FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL 80 - 7 ED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. r 9. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. A+ _ 23CF M"MP�O 2'1 - 10. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE W _ _ UC URE MUST O N - - - BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: CO �22LF t8 RCP X0.25% - - - A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON- SHRINK GROUT. 0 N 775 B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') q EC LINE Qj - B" -PVC- - - -- - -- DIAMETER BY A MINIMUM SIX INCH (6 ") THICK, 4,000 PSI CONCRETE COLLAR WITH co r V 4x4x10 GAUGE WIRE MESH OVER THE EXTERIOR OF THE MANHOLE. ai -IE= 774.78 C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. � .2 8" WATER SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE Keyplan: REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE INDIANAPOLIS SANITARY SEWER DISTRICT STANDARDS, MAY 1989, AND ITS ADDENDUMS. - 770 - - - - 11. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE. co o - - N - ^ 12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING - ,ri -- N ry � CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO . __ C11 110. 2 110 co CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 O +QO -0 +50 13. PER CITY OF CARMEL: � +�p The storm sewer system shall be constructed per design specified and as approved by the City of PROFILE - STR 709 1 T O 1 fl 711 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 HOR. SCALE = 1 W approval 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 o requirement on VERT. SCALE = 1N=5' os- built /record drawings submitted for release of performance guarantees. Approved design slopes Drawing Number: identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require os -built certification at the time of construction, prior to bockfilling 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. C701 4) Oa L z c = ,2 E E CL U .v 3 _O •� Q CU _ _ a m� o m J YQ __j cnQ� L U o W p � 6 N U 6 I. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE Z (5) FEET IN DEPTH. W 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A - TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. J - V v w v LLJ 3 w 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS ° ^ ^ c°ao N WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. U. a °i.' to N rn o 6 � 790 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. O N ^ ^ THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. .- F 'r II II p Q II _ }� ``' `-' w w w ., _ _ , EXISTING 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET �/� GROUND - FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE Q .�// _ - - APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. 785 AT NO COST TO THE OWNER. � 3 z w 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE Q i - - °D ,n `� FLOW INTO THE STRUCTURE. W a PROPOSED T � r -0: GRADE 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY a ■� - M a C' ,^� - REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. J M - or-w II II N - - 8. to FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL 80 - 7 ED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. r 9. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. A+ _ 23CF M"MP�O 2'1 - 10. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE W _ _ UC URE MUST O N - - - BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: CO �22LF t8 RCP X0.25% - - - A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON- SHRINK GROUT. 0 N 775 B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') q EC LINE Qj - B" -PVC- - - -- - -- DIAMETER BY A MINIMUM SIX INCH (6 ") THICK, 4,000 PSI CONCRETE COLLAR WITH co r V 4x4x10 GAUGE WIRE MESH OVER THE EXTERIOR OF THE MANHOLE. ai -IE= 774.78 C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. � .2 8" WATER SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE Keyplan: REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE INDIANAPOLIS SANITARY SEWER DISTRICT STANDARDS, MAY 1989, AND ITS ADDENDUMS. - 770 - - - - 11. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE. co o - - N - ^ 12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING - ,ri -- N ry � CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO . __ C11 110. 2 110 co CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1+00 0 +50 O +QO -0 +50 13. PER CITY OF CARMEL: � +�p The storm sewer system shall be constructed per design specified and as approved by the City of PROFILE - STR 709 1 T O 1 fl 711 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 HOR. SCALE = 1 W approval 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 o requirement on VERT. SCALE = 1N=5' os- built /record drawings submitted for release of performance guarantees. Approved design slopes Drawing Number: identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require os -built certification at the time of construction, prior to bockfilling 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. C701