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Dedicated Improvements & Drainage Agreement - Alley Improvements SR 23 & Corby Blvd. - Five Corners, LLC
1316 COUNTY -CITY BUILDING 227 W.JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 CITY OF SOUTH BEND JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS October 27, 2020 Mr. Charles S. Hayes Five Corners, LLC 814 Marietta St. South Bend, IN 46601 jp(k7.diamonds RE: Dedicated Improvements and Drainage Agreement Dear Mr. Hayes: PHoNE 574/235-9251 FAx 574/235-9171 The Board of Public Works, at its meeting held on October 27, 2020, approved the above referenced agreement to temporarily occupy and re -construct improvements in the alley between State Road 23 and Corby Blvd. Enclosed please End a copy of the agreement for your records. If you have any further questions regarding this matter, please call this office at (574) 235- 9251. Sincerely, s/Linda M. Martin, Clerk Enclosure GARY A. GILOT ELIZABETH A. MARADIK THERESE J. DORAU JORDAN V. GATHERS JOSEPH R. MOLNAR DEDICATED IMPROVEMENTS AND DRAINAGE AGREEMENT This Dedicated Improvements Agreement (the "Agreement") is made on this 27th day of October 2020, by and between the City of South Bend, Indiana, an Indiana municipal corporation (the "City"), acting by and through its Board of Public Works (the "Board"), and Five Corners, LLC, with an address of 814 Marietta St., South Bend, Indiana (the "Owner"), in order for the Owner to temporarily occupy and re -construct dedicated improvements in the public right-of-way (the "R.O.W.") in the alley between SR 23 and Corby Blvd. within the City's municipal boundaries (the "Project Area"). WHEREAS, the City holds title to the Project Area, including the R.O.W.; and WHEREAS, Owner's project site is located at the property with address of 1130 South Bend Avenue within the City; and WHEREAS, Owner desires to collect stormwater from the reconstructed alley, store on site in underground storage chambers and release by infiltration, more particularly set forth in Exhibit A, which is attached hereto and incorporated herein by reference, WHEREAS, Owner intends to replace the alley pavement and drive approaches in the R.O.W. ("Dedicated Improvements") as more particularly set forth on Exhibit A upon the completion of its temporary occupancy or use of or in the relevant R.O.W.; and WHEREAS, Owner desires the temporary occupancy and temporary closure of the R.O.W. to facilitate Owner's project and construct the Dedicated Improvements in the R.O.W.; and NOW, THEREFORE, in consideration of the obligations, terms and conditions contained herein, and the above recitals which are incorporated into this Agreement, the adequacy of which consideration the parties expressly acknowledge, Owner and the City agree as follows: 1. Recitals The parties hereto acknowledge and agree that the foregoing recitals are incorporated herein as a part of this Agreement. 2. Public Alley Drainage The parties hereto agree and acknowledge that due to existing utilities in the public alley and topographic constraints with shared approach connections to South Bend Ave. and Corby Blvd., storm water collected in the public alley will be conveyed by overland now to drainage structures on the property at 1130 South Bend Avenue. The storm water will be stored in underground storm chambers and released by infiltration. 3. Construction Inspection The Owner has provided the City with Exhibit A, which depicts drawings of the Dedicated Improvements, which the City acknowledges conforms to the City's standards. The Owner shall allow the City to inspect the Dedicated Improvements during construction to ensure conformance to the agreed standards set forth in Exhibit A, in particular with regard to area planning, adequacy of design, and quality of construction. The Owner shall contact the City's Engineering Department at least two (2) business days in advance to arrange for the attendance of a City inspector at key milestones throughout work within the R.O.W. Key milestones shall include but not limited to: alley concrete placement. The Owner agrees to perform any necessary adjustments as reasonably required by the City, in the sole discretion of the City Engineer or her designee, as a result of such inspections. The failure of Owner to comply with this Section shall be a material breach of this Agreement. 4. Permits It shall be Owner's sole responsibility and expense to obtain all permits associated with the construction and installation of the Dedicated Improvements in the R.O.W. and to comply with all applicable laws. Owner's failure to comply with this Section shall be a material breach of this Agreement. 5. Performance Bond Concurrently upon the execution of this Agreement or within seven (7) days thereof, Owner shall provide the City with a performance bond for an amount equal to one hundred twenty—five percent (125%) of the construction_ cost covering all work performed or to be performed pursuant to this Agreement. Owner's failure to provide the performance bond as prescribed herein shall cause this Agreement to be immediately terminated and of no effect, without the requirement of notice. 6. Maintenance Bond Within ten (10) days of City's acceptance of the Dedicated Improvements, Owner shall provide the City with a maintenance bond equal to ten percent (10%) of the construction cost covering all work performed or to be performed pursuant to this Agreement, and such bond shall remain in effect for three (3) years after dedication as described in Section 8 below. 7. Term Except as otherwise provided herein, this Agreement shall continue for a period of sixteen (16) months from the Effective Date of this Agreement, or upon the issuance of the relevant occupancy permit(s), whichever occurs last. 8. Dedication The Owner understands the dedication of the Dedicated Improvements to the City is a requirement for occupancy. Upon completion of the construction of the Dedicated Improvements, substantially as depicted in Exhibit A, the Owner shall use its best efforts to work with the City to ensure that the Dedicated Improvements are dedicated to the City in a timely manner. Additionally, prior to dedication, the following must be satisfied: a. All parts and :labor must meet the requirements stated in the design specifications as presented to and approved by the City Engineering Department. b. Owner must provide copies of test reports or cut sheets on all materials supplied. c. Owner must provide As -Built drawings in accordance with the City of South Bend Construction Standards and Specifications, which may be found at https•//southbendul gov/wp-content/uploads/2019/10/SBN-SPEC-FINAL-101719.pdf Owner's failure to comply with this Section 6 shall be a material breach of this Agreement. 7. Indemnification Owner shall indemnify, defend, and hold the City, and its respective agents, employees, successors, and assigns, harmless from any liability, loss, costs, damages or expenses, including attorneys' fees, which the City may suffer or incur as a result of any claims or actions which may be brought by any person or entity arising out of this Agreement. If any action is brought against the City or its respective agents, employees, successors, or assigns, in connection with this Agreement, Owner agrees to defend such action or proceedings at its own expense, using counsel acceptable to the City, and to pay promptly any judgment rendered therein. 8. Insurance Owner, at Owner's sole expense, shall maintain during the term of this Agreement, commercial general liability insurance covering the company and activity in the amount not less than Five Million Dollars ($5,000,000) per occurrence. Owner agrees to include the City as an additional insured on any such policy and produce to the City a certificate of insurance evidencing the same within ten (10) days of the execution hereof. To the extent that the City is harmed as a result of the construction of the Dedicated Improvements, Owner hereby grants the City first priority on any proceeds received from the Owner's insurance. Notwithstanding anything in the Agreement to the contrary, the City does not waive any governmental immunity or liability limitations available to it under Indiana law. 9. Assignment This Agreement may not be assigned by Owner, including through a Change in Control event, without the express written consent of the City which such consent may be withheld for any reason. A Change in Control event shall mean either (a) the merger of Owner into or with an unrelated third party entity, (b) a transaction or series of related transactions in which a third party becomes the beneficial owner of fifty percent (50%) or more of the membership units of Owner, or (c) the sale of all or substantially all of the assets of Owner. A violation of this Section shall be a material breach of this Agreement. 10. Material Breach The parties agree that a material breach of this Agreement by Owner would have a material adverse effect upon the City. In the event of a breach. by Owner of any of its obligations hereunder, the Owner shall cure such breach, if curable, within seven (7) days after written notice thereof from the City. Upon the failure by the Owner to cure any such breach, or if the breach is material and incurable, the City may immediately terminate this Agreement and call on the performance bond. 11. Governing Law and Jurisdiction This Agreement shall be construed and interpreted according to the laws of the State of Indiana and shall be enforced in any court of competent jurisdiction in St. Joseph County, Indiana. 12. Severability Wherever possible, each provision of this Agreement shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be prohibited by or invalid under applicable law, such provision shall be ineffective only to the extent of such prohibition or invalidity, without invalidating the remainder of such provision or the remaining provisions of this Agreement. 13. Waiver No provision of this Agreement will be deemed waived, unless such waiver will be in writing and signed by the party against which the waiver is sought to be enforced. The waiver will not be construed to be a waiver of any succeeding breach of any such provision, a waiver of the provision itself, or a waiver of any other provisions of this Agreement. No delay or omission on the part of either party to exercise or avail itself of any right, power, or privilege that it has or may have under this Agreement will operate as a waiver of any breach or default 14. Entire Agreement This Agreement sets forth the entire agreement and understanding between the Owner and the City as to the subject matter hereof, and merges and supersedes all prior discussions, agreements, and understanding of any and every nature between them. 15. Corporate Authority The person signing on behalf of the Owner represents that he/she has been duly authorized to execute this Agreement on behalf of said Owner. (Remainder of page intentionally left blank) IN WITNESS WHEREOF, the Owner and the City, through their duly authorized representatives, have caused this Agreement to be executed as of the Effective Date. The parties have read and understand the foregoing terms of this Agreement and do, by their respective signatures hereby agree to its terms. Five Corners, LLC By: c'4' Printed: C-46L Y le s S Title: Oa G ".e CITY OF SOUTH BEND INDIANA BY AND THROUGH ITS BOARD OF PUBLIC WORKS BOARD OF PUBLIC WORKS Gary A. Gilot, President Elizabeth A. Maradik, Member Therese J. Dorau, Member Jordan V. Gathers, Member Joseph R. Molnar, Member ATTEST: �rfi�a GYfm�ifa Linda M. Martin, Clerk EXHIBIT A DEDICATED IMPROVEMENTS LEGAL DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 3 EAST, CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA WHICH IS DESCRIBED AS: LOT # 1 OF THE PLAT OF "CORBY BOULEVARD AND SOUTH BEND AVENUE MINOR SUBDIVISION" AS RECORDED BY DOCUMENT NUMBER 2019-15776 IN THE RECORDS OF THE ST. JOSEPH COUNTY, INDIANA RECORDERS OFFICE. CONTAINING 0.64 ACRES MORE OR LESS. SUBJECT TO ALL LEGAL RIGHT-OF-WAYS, EASEMENTS, AND RESTRICTIONS OF RECORD. STRUCTURE CHART STMH-2058 CI-2503 (FLOW LINE) RIM ELEVATION = 738.99 RIM ELEVATION = 741.25 I.E. 36" RCP. NE. 727.59 I.E. 12" CPP. SW. 737.35 I.E. 12" CPP. NE. 733.79 I.E. 12" RCP. SE. 730.69 CI-2530 (FLOW LINE) I.E. 60" RCP. SW. 727.59 RIM ELEVATION = 738.97 I.E. 30" RCP. NW. 729.09 I.E. 12" CPP. SW. 733.87 CI-2546 (FLOW LINE) STMH-2115 RIM ELEVATION = 737.76 RIM ELEVATION = 741.45 I.E. 12" RCP. SW. 732.86 I.E. 36" RCP. NE. 728.55 I.E. 12" RCP. NW. 732.86 I.E. 12" CPP. SE. 736.85 I.E. 36" RCP. SW. 728.55 I.E. 12" RCP. NW. 736.35 EXISTING LEG E N D 0 SET P.K. NAIL • FOUND IRON SEf FLUSH, 5 8" (M) MEASURED DISTANCE PE R IN. - 044 (R) RECORD DISTANCE MI. REG. #22436 " PINE TREE BUSH ® GAS METER � SOIL BORING TREE WO WATER MANHOLE WATER METER p END SECTION CABLE PED. FOUNTAIN/IRR. ELEC. VAULT 0 PHONE PED. 0 BOLLARD/POLE ❑E ELEC. TRANSFORMER E) ELEC. PED. LIGHT POLE T❑ PHONE VAULT NO MAILBOX UTILITY POLE k xxxXX SPOT ELEVATION A/C UNIT GUY ANCHOR -w SIGN - EX. ELEVATION 0 WELL - - - - WIRE FENCE X VALVE CHAIN LINK FENCE WOOD FENCE FIRE HYDRANT oHe oHE ELECTRIC ❑ CURB INLET UHF UCF ELECTRIC ® DRYWELL Ur Ur PHONE Uc UG GAS ss SANITARY MANHOLE cry Cry CABLE TV © STORM MANHOLE " w WATER Oa CLEAN -OUT Fo Fo Fo FIBER OPTIC ® FIBER OPTIC MANHOLE - = STORM LINE SANITARY LINE FINAL SITE PLAN - ESC 1 PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 3 EAST, CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA. / / e P� STMH-2115 kX,>q-/// -�503 / tK G) Qom' > \ / / G ° d° gg /�NN SAN-2701® SAA�N AN MN / • IV , , 3 _ 11 1 W W le / / ti� � ° P.O.B �pti`'� N 89.21'26" E 149.E GAS GAS G/ S G '&S I + �(a L6 I ° I_ 1 I tK/ ILLID AK-' / I / b t, Uy I ~� 1A, a ° ��'• 0 A� /Cw / .tK/A tK' tK':." 0'O / / / / / / / DEAD �+ /d �p , 0 Q /� ob / CK / / l / / � / / + / / �b HALT AR1(IN \ 1 /Z /+ / I ti \N11 CI5 h \\ \ 2 / � / / / AN STMH-211 \ TB M' 1 � TEMPORARY BENCHMARK INFORMATION: / VERTICAL DATUM ESTABLISHED BY A TWO (2) HOUR STATIC GPS OBSEVATION POST PROCESSED BY OPUS (NAVD88) �� 4 j4 T.B.M 1. SOUTHEAST BOLT OF A STRAIN POLE LOCATED AT THE CORNER OF CORBY AND S.R. \ 23. ELEVATION = 739.94 a • A T.B.M. 2. CUT SQUARE IN EAST SIDE OF LIGHT POLE BASE ALONG WEST LINE OF SURVEY • �' PARCEL. ELEVATION = 742.65 •° 47 GENERAL SURVEY DISCLAIMER NOTES: THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE LAND SURVEYOR. ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL g BUILDING, ZONING AND SUBDIVISION ORDINANCES. UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE Q SAME. j ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE LOT 1 /tx , 9 / �h i 9) 14.00' PUBLIC ALLEY C 0 R BY C 14.00' VACATED LLEY ❑ o' I tio� o' BOULEVARD 0 0 0 0 R/W 'l AND SOUTH 0j b, / / / �t i �FD. 3/4" LP BEND AVENUE +� ��'h / / / / T.PED � ' �I (HELD) ti O FF%�y +4` DOC. NO. // / // / N� I E ALL 2019-15776Cn 110 gD �O \\ I o° Ad G \ 1 3� 9SA yglTR 0 o BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS ** CONTRACTOR SHALL REVIEW ENTIRE PLAN gDygr PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN SET AND NOTIFY ENGINEER OF DISCREPANCIES n VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE FOUND ON PLAN FOR FURTHER CLARIFICATION o SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY AND/OR REVISIONS, PRIOR TO CONSTRUCTION OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. 0 Copyright 2013 Danch, Horner & Associates, Inc. f 4, F ti 0� 1 N 89.25'45 GA%/ M� 1 on no R) DEMOLITION KEYNOTES: OA REMOVE EXISTING (HATCHED AREA) ASPHALT AND GRAVEL. REMOVE DEBRIS FROM SITE AND DISPOSE PER LOCAL, STATE. AND FEDERAL LAWS. O REMOVE EXISTING TREE AND STUMP. REMOVE DEBRIS FROM SITE AND DISPOSE PER STATE AND FEDERAL LAWS. OC REMOVE EXISTING UTILITY POLE AND LINE. COORDINATE WITH ELECTRIC COMPANY FOR RELOCATION AND/OR REMOVAL. ALL WORK TO BE PERFORMED PER ELECTRIC COMPANY STANDARDS AND SPECIFICATIONS. O GUY WIRE TO BE REMOVED AND REPLACED WITH STRAIN POLE, BY UTILITY COMPANY, WITHIN CURBED ISLAND. EO COMMUNICATION PEDESTALS TO BE REMOVED AS NEEDED BY LOCAL COMMUNICATION COMPANY. FO REMOVE CONCRETE ENTRANCE DRIVE AND SIDEWALK FOR NEW DRIVE ENTRANCE. OG PROTECT EXISTING TREE DURING DEMOLITION AND CONSTRUCTION. OH REMOVE CONCRETE PAD WITHIN 12" OF RIGHT-OF-WAY. lO RELOCATE EXISTING LAMP POST. REFER TO SHEET C1.1 FOR PROPOSED LOCATION. GENERAL DEMOLITION NOTES: 1. LOCATE ALL SANITARY SEWER, STORM SEWER, DOMESTIC WATER, ELECTRICAL, AND NATURAL GAS UTILITY CONNECTIONS WITHIN THE SITE. REMOVE UTILITIES BACK TO THE RIGHT-OF-WAY LINE AND MAIN SERVICE LINE. INSTALL MEASURES FOR INDIVIDUAL UTILITY LINES TO BE LOCATED FOR FUTURE ACCESS. 2. ANY DEMOLITION MATERIALS REMOVED FROM THE SITE ARE TO BE DISPOSED OF PER LOCAL, STATE, AND FEDERAL LAWS OR ORDINANCES. 3. ANY DAMAGE OR DISTURBANCE FROM CONSTRUCTION ACTIVITIES, OUTSIDE THE AREA OF DEMOLITION, IS TO BE REPAIRED TO ITS ORIGINAL CONDITION. 4. ALL EXISTING BUILDING TO REMAIN. PROTECT DURING DEMOLITION AND CONSTRUCTION. SOILS LEGEND: UgvA - URBAN LAND-TYNER COMPLEX, 0 TO 1 PERCENT SLOPES LINE BEARING DISTANCE L1 N 55°44'39" W 60.95' L2 N 55°27'29" W 140.56' L3 N 13*13'55" W 10.97' L4 N 00°38'28" W 16.94' L5 N 46°08'54" E 49.78' L6 N 89'21'26" E 1 13.67' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING Cl 1400.00' 175.95' 1 175.83' N 41.1 1 '39" E DEMOLITION PLAN 0 20' 40' 60' SCALE 1" = 20' SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH LEGAL DESCRIPTION: THAT PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 3 EAST, CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA WHICH IS DESCRIBED AS: LOT # 1 OF THE PLAT OF "CORBY BOULEVARD AND SOUTH BEND AVENUE MINOR SUBDIVISION" AS RECORDED BY DOCUMENT NUMBER 2019-15776 IN THE RECORDS OF THE ST. JOSEPH COUNTY, INDIANA RECORDERS OFFICE. CONTAINING 0.64 ACRES MORE OR LESS. SUBJECT TO ALL LEGAL RIGHT-OF-WAYS, EASEMENTS, AND RESTRICTIONS OF RECORD. VARIANCE NOTE: ON JUNE 18, 2019, THE ST. JOSEPH AREA PLAN COMMISSION GRANTED THE FOLLOWING VARIANCES: 1). FROM MAXIMUM BUILDING HEIGHT OF 40-FEET AND THREE (3) STORIES TO 63-FEET AND FOUR (4) STORIES. 2). FROM THE REQUIRED PERIMETER LANDSCAPING TO PROPOSED LANDSCAPING SHOWN ALONG PUBLIC STREETS AND PUBLIC ALLEY. 3). FROM THE NNZO DISTRICT MAXIMUM BUILDING HEIGHT OF 60-FEET TO 63-FEET. 4). FROM THE NNZO DISTRICT 15-FT. SETBACK OF PARKING FROM BUILDING TO A MINIMUM OF 9-FEET. EXISTING LEGEND A SET P.K. NAIL • FOUND IRON SET FLUSH, 5/8" (M) MEASURED DISTANCE Np.PPED REG. FE 0044 (R) RECORD DISTANCE MI. REG. #22436 ' PINE TREE BUSH ® GAS METER X SOIL BORING WO WATER MANHOLE Q WATER METER TREE D END SECTION �[0 CABLE PED. b FOUNTAIN/IRR. 0 ELEC. VAULT 0 PHONE PIED. 0 BOLLARD/POLE Q ELEC. TRANSFORMER QE ELEC. PIED. LIGHT POLE T❑ PHONE VAULT ® MAILBOX UTILITY POLE k xxxXX SPOT ELEVATION 0 A/C UNIT GUY ANCHOR -w SIGN - EX. ELEVATION 0 WELL - - - - WIRE FENCE X VALVE CHAIN LINK FENCE WOOD FENCE FIRE HYDRANT oHE oHE ELECTRIC ❑ CURB INLET UGe UGe ELECTRIC ® DRYWELL Ur UT PHONE UG UG GAS © SANITARY MANHOLE CTv CTv CABLE TV © STORM MANHOLE w w WATER Oa CLEAN -OUT F0 F0 F0 FIBER OPTIC ® FIBER OPTIC MANHOLE _ = STORM LINE SANITARY LIP TEMPORARY BENCHMARK INFORMATION: VERTICAL DATUM ESTABLISHED BY A TWO (2) HOUR STATIC GPS OBSEVATION POST PROCESSED BY OPUS (NAVD88) T.B.M 1. SOUTHEAST BOLT OF A STRAIN POLE LOCATED AT THE CORNER OF CORBY AND S.R. 23. ELEVATION = 739.94 T.B.M. 2. CUT SQUARE IN EAST SIDE OF LIGHT POLE BASE ALONG WEST LINE OF SURVEY PARCEL. ELEVATION = 742.65 LINE BEARING DISTANCE L1 N 55°44'39" W 60.95' L2 N 55°27'29" W 140.56' L3 N 13* 13'55" W 10.97' L4 N 00°38'28" W 16.94' L5 N 46°08'54" E 49.78' L6 N 89'21'26" E 13.67' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING Cl 1400.00' 175.95' 175.83' N 41°11'39" E EASEMENTS LEGEND: O 10-FT WIDE NON ACCESS EASEMENT EB MUNICIPAL WATER EASEMENT GENERAL SURVEY DISCLAIMER NOTES: THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE LAND SURVEYOR. ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL BUILDING, ZONING AND SUBDIVISION ORDINANCES. UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE SAME. ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. FINAL SITE PLAN - ESC 1 PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 3 EAST, CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA. / 6 / TYP Q STM7�/ CI-2503 6 17 17 0 P END CURB(DEPRESSED) P.O.B L6 / / p R/W LINE 0 5p o EB �� 18 R/Z EA z / � � ° ,si Q• 1 / � J 00, 14 END >7, CURB / EA W / 14 0 EB 7 Aso 7 . 00 , / 13 p0 TYP. / ° 3 �0�` o P.P. DEA o A / 00 Q a 0 P� ° G / 73.17' < f 18.00' TYP. / 4 / 10 / EA TYP o / o CD 00 / 00 / 7 wv 0 \\ \ \ CD CI45 e / C° 00 15 \\ \\�// .0 R W 7 15 STMH-2115�1 / \ \ o 9 8 R4 S0, CD 0 6.00, o R/W /TBM/ 1 a// �, MAN CD a �FD. 3/4" I.P / � ®T�F 15 ❑ (HELD) A5, \ty/ Lq EA 3.88' 1 1.50' \\ \ \ \ 9.10' 18.50' 24.50' 18.17' 7 3 cv END j�� CURB \\ \\\ 2 T A ' ° R3.00' S �' J OO r \ \ ✓v f �`JC`` 44 c�Ir rr \\ \ \ a\ c�"� ca\ 14 ** CONTRACTOR SHALL REVIEW ENTIRE PLAN SET AND NOTIFY ENGINEER OF DISCREPANCIES FOUND ON PLAN FOR FURTHER CLARIFICATION AND/OR REVISIONS, PRIOR TO CONSTRUCTION DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH TABULATED SITE DATA: 1). AREA OF SITE.........................................................0.64 ACRE 2). PROPOSED LAND COVERAGE: SQUARE FOOTAGE % OF SITE A. BUILDING/CANOPY .....................7,970 28.6 B. PARKING AND DRIVES ..... ......... 14,330 51.4 C. SIDEWALKS..................................1,413 5.1 D. OPEN SPACE............................4,167 14.9 TOTALS - 27,880 100.0 PROPOSED LAND USE: ....................... PROFESSIONAL OFFICE/RESIDENTIAL 3). PARKING DATA: TOTAL NUMBER OF SPACES REQUIRED...................(0) TOTAL NUMBER OF SPACES PROVIDED..................(38) 4). SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, INDIANA 46628 5). ALL SURFACE DRAINAGE WILL BE CONVEYED TO AN UNDERGROUND STORAGE CHAMBER SYSTEM LOCATED UNDER THE PARKING AREA ON THIS PROPERTY AND SIZED TO MEET CURRENT CITY OF SOUTH BEND ENGINEERING STANDARDS 1. DIMENSIONS ARE FROM BACK OF CURB AT PAVEMENT EDGE WHERE APPLICABLE. 2. ALL WORK WITHIN STATE RIGHT-OF-WAY SHALL MEET OR EXCEED CURRENT INDOT DESIGN STANDARDS. 3. ALL WORK WITHIN CITY OF SOUTH BEND PUBLIC RIGHT-OF-WAY SHALL MEET OR EXCEED CURRENT CITY DESIGN STANDARDS. 4. ALL DISTURBED AREAS SHALL HAVE 4" TOPSOIL AND SEED. 5. NEW ALLEY FROM SR 23 SHALL HAVE INDOT DRIVE PERMIT APPROVAL PRIOR TO INSTALLATION. ALLEY PAVEMENT SHALL BE SAME MATERIAL AS PARKING AREA. CONTRACTOR SHALL CONSTRUCT ALLEY TO MEET OR EXCEED LATEST CITY OF SOUTH BEND STANDARDS AND SPECIFICATIONS. ALLEY CONSTRUCTION SHALL COMMENCE AFTER APPROVAL OF ANY AND ALL AGREEMENTS AND PLAN REVIEWS, AND BONDS POSTED AS REQUIRED, FROM CITY OF SOUTH BEND. 6. SITE LIGHTING BY OTHERS. v.- CONSTRUCTION KEYNOTES: 1O PROPOSED ASPHALT PAVEMENT ALTERNATE PAVEMENT SECTION: 1 1 /2" HMA SURFACE 6" CONCRETE 4,000PSI 3" HMA BASE 6" COMPACTED AGGR. BASE, #53 6" COMPACTED AGG. #53 CONTRACTION JOINTS AT 10' MAX. SPACING, EACH DIRECTION COMPACTED SUBGRADE EXPANSION JOINTS AT 50MAX. SPACING, EACH DIRECTION O2 CONCRETE DUMPSTER PAD. SEE DETAIL, SHEET C5.1 7" CONCRETE 2 6" COMPACTED AGG. #53 BASE 3O CONCRETE CURB AND WALK (TYPICAL). SEE DETAIL ON SHEET C5.1 O4 ADA SIGNAGE & PAVEMENT MARKINGS (TYP.) -SEE SHEET C5.1 FOR DETAIL. 5O DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. ODROP CURB, TO BE FLUSH WITH PAVEMENT FOR WALK/PATH. OIRRIGATION SLEEVES (TYPICAL): PLACEMENT BY GENERAL CONTRACTOR. 4" PVC SLEEVE -PLACE © 12" MINIMUM DEPTH, CAP WITH TEMPORARY ENDS BEFORE BURYING. DOCUMENT END LOCATIONS. OCONCRETE ADA ACCESSIBLE RAMP. SEE DETAIL SHEET C5.1 9O 4" CONCRETE WALK/PATIO SEE DETAIL ON SHEET C5.1. 10 CONCRETE RISER (7" MAX. HT, EA. STEP). SEE DETAIL, SHEET C5.1 SINDOT CLASS III MINOR COMMERCIAL DRIVE ENTRANCE. REFER TO INDOT HIGHWAY PERMIT SHEETS FOR FURTHER DETAILS. 12 ALLEY SECTION, SEE CITY STD. DETAIL 2-10 (LAYOUT) AND 2-11 (SECTION). SLOPE TO DRAIN TO NEW INLET STRUCTURES. 13 4" WIDE YELLOW PAVEMENT STRIPING SSTRAIGHT CONC. CURB, SEE DETAIL, SHEET C5.1 15 8" CONC. CURB, SEE DETAIL, SHEET C5.1 16 6" COMMERCIAL CONCRETE DRIVE APPROACH, PER CITY STD., DETAIL 2-25 17 ASPHALT PATH, REPLACE WITH SAME PAVEMENT SECTION AS EXISTING 18 RELOCATED LAMP POST. INSTALLATION AND ELECTRIC CONNECTION PER CITY OF SOUTH BEND STANDARDS AND SPECIFICATIONS. REPAIR ANY DAMAGE TO ADJACENT ASPHALT WALK WITH SAME MATERIAL. 19 6'X6' CONCRETE PAD WITH BIKE RACK i3 PROPOSED BIKE RACK: DUMOR, INC. BIKE RACK 1 SERIES 290, COLOR: BLACK, SURFACE MOUNT. SUITABLE FOR 2 BIKES, PLACE ON CONCRETE °' N •� n WALK PER MANUFACTURER STANDARDS AND w o v SPECIFICATIONS. 40 1 °° ° a 1 10 ° °� 24 0' /r W' 2 WELLHEAD PROTECTION NOTE: END CURB ALIS L SITE REQUIRED WELLHEAD PERMITS THROUGH EST. JOSEPH COUNTYCTION AREA. CONRACTOR SHALL OBTAIN ° 500, 16 3 <8,�' 76`97' 3 \ ` R20.00 R��1' FD. R/W MARKER -,> (HELD) LAYOUT PLAN O, DATE DRAWN BY: gsAy ° °� ri/129/19 BEM `59'9`T 11gy 6 \\S ° SCALE CHECKED BY: E N. �� °\ 7922, TYP. \-\ 1 „ = 20' MJD 112� e FILE # PROJ. MANGR: � a � \ \ a 190105.5 MJD 5/10 0 20' 40' 60' SCALE 1" = 20' i 0 Copyright 2013 Danch, Horner v EXISTING LEGEND A SET P.K. NAIL PINE TREE 0 BUSH G TREE FOUNTAIN/IRR. 0 BOLLARD/POLE LIGHT POLE UTILITY POLE GUY ANCHOR = SIGN 0 WELL X VALVE 0 FIRE HYDRANT ❑ CURB INLET ® DRYWELL ss SANITARY MANHOLE © STORM MANHOLE O CLEAN -OUT ® FIBER OPTIC MANHOLE • FOUND IRON (M) MEASURED DISTANCE (R) RECORD DISTANCE ® GAS METER 0 WATER MANHOLE D END SECTION ELEC. VAULT ❑E ELEC. TRANSFORMER T] PHONE VAULT k xxxXX SPOT ELEVATIOI SET FLUSH, 5 8" 0 CAPPED REBA IN. REG. F-0044 MI. REG. #22436 SOIL BORING WATER METER ❑0 CABLE PED. (T PHONE PED. DE ELEC. PED. Me MAILBOX R A/C UNIT - EX. ELEVATION — — — — WIRE FENCE CHAIN LINK FENCE WOOD FENCE oHE oHE ELECTRIC uce uce ELECTRIC ur ur PHONE uc uc GAS cry cry CABLE TV w w WATER Fo Fo Fo FIBER OPTIC STORM LINE SANITARY LIP TEMPORARY BENCHMARK INFORMATION: VERTICAL DATUM ESTABLISHED BY A TWO (2) HOUR STATIC GPS OBSEVATION POST PROCESSED BY OPUS (NAVD88) T.B.M 1. SOUTHEAST BOLT OF A STRAIN POLE LOCATED AT THE CORNER OF CORBY AND S.R. 23. ELEVATION = 739.94 T.B.M. 2. CUT SQUARE IN EAST SIDE OF LIGHT POLE BASE ALONG WEST LINE OF SURVEY PARCEL. ELEVATION = 742.65 LINE BEARING DISTANCE L1 N 55°44'39" W 60.95' L2 N 55°27'29" W 140.56' L3 N 13°13'55" W 10.97' L4 N 00°38'28" W 16.94' L5 I N 46°08'54" E 49.78' L6 I N 89°21'26" E 13.67' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C 1 1400.00' 175.95' 175.83' N 41 ° 1 1 '39" E GENERAL SURVEY DISCLAIMER NOTES: THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE LAND SURVEYOR. ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL BUILDING, ZONING AND SUBDIVISION ORDINANCES. UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE SAME. ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. FINAL SITE PLAN - ESC 1 PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 3 EAST, CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA. T ROAD SR 23 DRIVEWAY LAYOUT PLAN 0 50' 100' 150' SCALE 1" = 50' SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. mer FINAL SITE PLAN - ESC 1 STRUCTURE CHART STMH-2058 CI-2503 (FLOW LINE) RIM ELEVATION = 738.99 RIM ELEVATION = 741.25 I.E. 36" RCP. NE. 727.59 I.E. 12" CPP. SW. 737.35 I.E. 12" CPP. NE. 733.79 I.E. 12" RCP. SE. 730.69 CI-2530 (FLOW LINE) I.E. 60" RCP. SW. 727.59 RIM ELEVATION = 738.97 I.E. 30" RCP. NW. 729.09 I.E. 12" CPP. SW. 733.87 CI-2546 (FLOW LINE) STMH-2115 RIM ELEVATION = 737.76 RIM ELEVATION = 741.45 I.E. 12" RCP. SW. 732.86 I.E. 36" RCP. NE. 728.55 I.E. 12" RCP. NW. 732.86 I.E. 12" CPP. SE. 736.85 I.E. 36" RCP. SW. 728.55 I.E. 12" RCP. NW. 736.35 EXISTING LEGEND SET P.K. NAIL • FOUNU IRON SET FLUSH, 5 8'" (M) MEASURED DISTANCE PED IN. REG R - 044 (R) RECORD DISTANCE MI. REG. #22436 PINE TREE BUSH ® GAS METER SOIL BORING WATER MANHOLE WATER METER TREE D END SECTION CABLE PED. I FOUNTAIN/IRR. a ELEC. VAULT Q PHONE PED. 0 BOLLARD/POLE ❑0 ELEC. TRANSFORMER E) ELEC. PED. LIGHT POLE PHONE VAULT ® MAILBOX UTILITY POLE k xxxXX SPOT ELEVATION 0 A/C UNIT GUY ANCHOR s SIGN - EX. ELEVATION o WELL - - - - WIRE FENCE X VALVE CHAIN LINK FENCE WOOD FENCE 0 FIRE HYDRANT oHE oHE ELECTRIC ❑ CURB INLET Uce UCe ELECTRIC ® DRYWELL Ur UT PHONE UC Uc GAS ss SANITARY MANHOLE CTv CTv CABLE TV © STORM MANHOLE w w WATER Oa CLEAN -OUT Fo Fo Fo FIBER OPTIC ® ABER OPTIC MANHOLE _ = STORM LINE SANITARY LINE REFER TO INDOT ���T(uIH-2�Z 115 O HIGHWAY PERMIT / / i� / CI-2503 PLANS FOR DETAILED GRADING OF APPROACH AREA ,� TC 742.31 / �' BC 741.81 TC 741.20 �P / BC 740.70 / TC 742.20 � / BC 741.70 TC 742.41 i BC 741.91 d �ATC H EXISTING / WALK ' A / / / 0 TC 742.28 BC 741.78 e SLOPS 3.8% TC 741.85 TP 741.90 /NO/ \ / TC 742.41 TW 742. \ BC 741.91 20:1 MAX. SLOPE, TO TW 739.85 MATCH STOOP 742.46 ASPHALT PATH � / STOOP 742.46 C15 / / STOOP 742.46 BUILDING FFE=742.50 STMH-211 5 TC 742.41 / \ a BC 741.91 TC 741.91 /TB M/ 1 a 742.46 STOOP BC 741.91 STOOP 742.46 TW 742.30 TC 742.41 BC 741.91 TC 741.50 �TW 741.6 BC 741.00 TW 737.97 0/- � TEMPORARY BENCHMARK INFORMATION: VERTICAL DATUM ESTABLISHED BY A TWO (2) HOUR STATIC GPS OBSEVATION POST PROCESSED BY OPUS (NAVD88) T.B.M 1. SOUTHEAST BOLT OF A STRAIN POLE LOCATED AT THE CORNER OF CORBY AND S.R. 23. ELEVATION = 739.94 T.B.M. 2. CUT SQUARE IN EAST SIDE OF LIGHT POLE BASE ALONG WEST LINE OF SURVEY \ \ ° PARCEL. ELEVATION = 742.65 \ � \\ LANDSCAPE � \� BOULDER WALL to 12"-1821 BOULDERS. GENERAL SURVEY DISCLAIMER NOTES: FEATHER GRADE.MAINTAIN MIN. 3:1 THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE SLOPE. SEE \ A� WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC DETAIL SHEET 4.0 PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE LAND SURVEYOR. ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURE NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NO SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL BUILDING, ZONING AND SUBDIVISION ORDINANCES. UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE Q SAME. ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE o BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN b VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE o SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. 0 Copyright 2013 Donch, Horner & Associates, Inc. ** CONTRACTOR SHALL REVIEW ENTIRE PLAN SET AND NOTIFY ENGINEER OF DISCREPANCIES FOUND ON PLAN FOR FURTHER CLARIFICATION AND/OR REVISIONS, PRIOR TO CONSTRUCTION MATCH EXISTING WALK 41.09 40.59 TC 741.20 BC 740.70 P 740.60 740.10 STR # 1� \ TC 742.24 \ BC 741.74 TC 742.20 BC 741.70 2 TC 742.24 BC 741.74 TC 742.21 BC 741.71 P.P. DEA ZZ ®STR 2� F i I i �41 TP 741.61 LL STR4/ TP 740.55 TC 740.04 BC 739.54 /r\� l 2Sg6' / 739.41 738.91 41.46 742.83 742.30 w z w J z J TC 741.22 BC 740.72 TP 740.69 TP 740.44 TP 740.56 DEPRESSED CURB i TP 740.62 I I I � TP 740.74 TP 740.74 I I i TC 742.42 BC 741.75 I I I I I J TC 742.37 BC 741.70 II I I 742.37 741.70 I, TC 741.52 BC 740.85 TP 740.48 TP(739.84 TP 739.96 G 4° d d d° STR #5 / / / TP 739.64 4� 3 TC 739.94 BC 739.44 TCMD BC 738.21 / DRAINAGE CALCULATION: 100 year storm - 24 hr period 12/9/2019 ASC 1 Surface Area(ft') Area (ac) Coefficient Total Building 7,380 0.17 1.00 7,380.00 Asphalt 16,840 0.39 0.99 16,671.60 Concrete Sidewalks 1,510 0.03 1.00 1,510.00 Open Space 2,148 0.05 0.13 279.24 TOTAL 27,878 0.64 25,841 Coefficient Weighted Runoff Coefficient= 25,841 27,878 0.93 Q = (0.93)(0.234in/hr)(0.64ac.)= 0.14 CFS Vol=0.14ft3/secX24hrsX60min X60sec= 12,034 CF 121034ft3X 1.06(6%for siltation) = 12,756 CF Storage Required DRAINAGE NOTE NO OFFSITE DRAINAGE/STORMWATER WILL ENTER THE SITE. ALL DRAINAGE ONSITE WILL BE STORED ONSITE PER REQUIREMENTS OF CITY OF SOUTH BEND. STRUCTURE DATA STR # 1 30" 0 STORM INLET RIM=740.20 I.E.=736.60 58 LF 12" ADS @ 0.52% STR #2 36"0 NYLOPLAST STORM INLET W/ 24" SUMP RIM=741.21 I.E.=736.30 (N) 12" I.E.=733.38 (S) 24" STR #3 36" 0 NYLOPLAST STORM INLET RIM=741.21 I.E.=733.38 (N&S) STR #4 36"0 NYLOPLAST STORM INLET W/ 24" SUMP RIM=740.34 I.E.=735.53 (SE) 12" /V I.E.=733.38 (N) 24" STR #5 30" 0 STORM INLET RIM=739.40 I.E.=735.80 52 LF 12" ADS @ 0.52% - Mm - I 0 20' 40' 60' SCALE 1" = 20' SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 GRADING AND DRAINAGE PLAN ATTN: MICHAEL DANCH FINAL SITE PLAN - Esc1 DRAINAGE CALCULATION: 100yearstorm - 24 hr period 12/9/2019 ASC 1 gln Q j J STRUCTURE CHART STMH-2058 CI-2503 (FLOW LINE) RIM ELEVATION = 738.99 RIM ELEVATION = 741.25 I.E. 36" RCP. NE. 727.59 I.E. 12" CPP. SW. 737.35 I.E. 12" CPP. NE. 733.79 I.E. 12" RCP. SE. 730.69 CI-2530 (FLOW LINE) I.E. 60" RCP. SW. 727.59 RIM ELEVATION = 738.97 I.E. 30" RCP. NW. 729.09 I.E. 12" CPP. SW. 733.87 CI-2546 (FLOW LINE) STMH-2115 RIM ELEVATION = 737.76 RIM ELEVATION = 741.45 I.E. 12" RCP. SW. 732.86 I.E. 36" RCP. NE. 728.55 I.E. 12" RCP. NW. 732.86 I.E. 12" CPP. SE. 736.85 I.E. 36" RCP. SW. 728.55 I.E. 12" RCP. NW. 736.35 EXISTING LEGEND 0 SET P.K. NAIL " PINE TREE 0 BUSH TREE FOUNTAIN/IRR. 0 BOLLARD/POLE LIGHT POLE UTILITY POLE E- GUY ANCHOR s SIGN 0 WELL X VALVE 1;j FIRE HYDRANT ❑ CURB INLET ® DRYWELL ss SANITARY MANHOLE © STORM MANHOLE O CLEAN -OUT ® FIBER OPTIC MANHOLE • FOUND IRON (M) MEASURED DISTANCE (R) RECORD DISTANCE ® GAS METER 0 WATER MANHOLE D END SECTION ELEC. VAULT [101 ELEC. TRANSFORMER PHONE VAULT k xxxXX SPOT ELEVATION SET FLUSH, 5 8" 0 CAPPED REBA IN. REG. F-0044 MI. REG. #22436 SOIL BORING O WATER METER CABLE PIED. OT PHONE PED. EE) ELEC. PIED. 0-MID MAILBOX E] A/C UNIT - EX. ELEVATION - - - - WIRE FENCE CHAIN LINK FENCE WOOD FENCE OHE 0HE ELECTRIC uGE UGE ELECTRIC ur UT PHONE uG uG GAS cTv cry CABLE TV W W WATER FO FO FO FIBER OPTIC _ = STORM LINE SANITARY LIN TEMPORARY BENCHMARK INFORMATION: / VERTICAL DATUM ESTABLISHED BY A TWO (2) HOUR STATIC GPS OBSEVATION POST:1� PROCESSED BY OPUS (NAVD88) /e T.B.M 1. SOUTHEAST BOLT OF A STRAIN POLE LOCATED AT THE CORNER OF COR19"% M. 23. ELEVATION = 739.94 \ _ C'pNc a T.B.M. 2. CUT SQUARE IN EAST SIDE OF LIGHT POLE BASE ALONG WEST LINE OF SURVEY PARCEL. ELEVATION = 742.65�k ° GENERAL SURVEY DISCLAIMER NOTES: THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE LAND SURVEYOR. ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL BUILDING, ZONING AND SUBDIVISION ORDINANCES. UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE SAME. ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. Q STMH-2115 � CI-2503/ / \ � hill a I \ \\\ \ 65 LF 4" PVC @ (ROOF DR) coy \\ \\ °tic ** CONTRACTOR SHALL REVIEW ENTIRE PLAN SET AND NOTIFY ENGINEER OF DISCREPANCIES FOUND ON PLAN FOR FURTHER CLARIFICATION AND/OR REVISIONS, PRIOR TO CONSTRUCTION CHAMBER SYSTEM ADS STORMWATER CHAMBER SYSTEM MODEL: MC-4500 SEE DETAILS AND SPECIFICATIONS ON SHEET C2.2 PUBLIC ALLEY Surface Area(ft2) Area (ac) Coefficient Total Building 7,380 0.17 1.00 7,380.00 Asphalt 16,840 0.39 0.99 16,671.60 Concrete Sidewalks 1,510 0.03 1.00 1,510.00 Open Space 2,148 0.05 0.13 279.24 TOTAL 27,878 Weighted Runoff Coefficient= Q = (0.93)(0.234i n/h r)(0.64ac. )= Vol=0.14ft3/secX24hrsX60minX60sec = 12,034ft3 X 1.06 (6% for siltation) = 0.64 25,841 Coefficient 25,841 27,878 0.93 0.14 CFS 12,034 CIF 12,756 CF Storage Required CONCEPTUAL LAYOUT 64 STORMTECH MC-4500 CHAMBERS 10 STORMTECH MC-4500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 12798 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 3146 284 CONCEPTUAL 745.34 SYSTEM AREA (W) SYSTEM PERIMETER (ft) ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 740.84 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 740.34 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 740.34 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 740.34 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 739.34 TOP OF STONE 738.34 TOP OF MC-4500 CHAMBER 736.31 12" TOP MANIFOLD INVERT 24" ISOLATOR ROW CONNECTION INVERT BOTTOM OF MC-4500 CHAMBER 733.53 733.34 /13z.ny I tsU I I UIVI Ur J I UIVt STORMWATER STORAGE REQUIRED = 12,756 CIFT STORMWATER STORAGE PROVIDED = 12,798 CIFT NOTE: 100-yr peak overflow rate = 0.0 cfs - all is contained within chamber system. DRAINAGE NOTE NO OFFSITE DRAINAGE/STORMWATER WILL ENTER THE SITE. ALL DRAINAGE ONSITE WILL BE STORED ONSITE PER REQUIREMENTS OF CITY OF SOUTH BEND. STRUCTURE DATA STR # 1 30" 0 STORM INLET RIM=740.20 I.E.=736.60 58 LF 12" ADS @ 0.52% STR #2 36" 0 NYLOPLAST STORM INLET W/ 24" SUMP RIM=741.21 I.E.=736.30 (N) 12" I.E.=733.38 (S) 24" STR #3 36" 0 NYLOPLAST STORM INLET RIM=741.21 I.E.=733.38 (N&S) STR #4 36" 0 NYLOPLAST STORM INLET W/ 24" SUMP RIM=740.34 I.E.=735.53 (SE) 12" I.E.=733.38 (N) 24" STR #5 30" 0 STORM INLET RIM=739.40 I.E.=735.80 52 LF 12" ADS @ 0.52% 0 20' 40' 60' SCALE 1" = 20' SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH STORMWATER CHAMBER SYSTEM PLAN FINAL SITE PLAN - ESC 1 sI e S ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER AASHTO M145' INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-24, A-3 BEGIN COMPACTIONS AFTER 24" OF MATERIAL OVER THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE 'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. AASHTO M43 PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE ('A' LAYER) TO THE'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3,4 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3,4 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12"1 ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS SUBGRADE SOILS J END CAP (SEE NOTE 3) PAVEMENTLAYER *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (750 mm). 9" MIN 100" 1 MIN* 7.0' ' MAX 12" MIN i 1 60" i \-- 9" MIN 12" MIN NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MC-4500 TECHNICAL SPECIFICATION NTS CREST STIFFENING RIB CREST VALLEY WEB STIFFENING RIB UPPER JOINT _�ACORRUGATION FOOT LOWER JOINT CORR. a BUILD ROW IN THIS DIRECTION INS- 100.0" NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 100.0" X 60.0" X 48.3" CHAMBER STORAGE 106.5 CUBIC FEET MINIMUM INSTALLED STORAGE* 162.6 CUBIC FEET WEIGHT 130.0 lbs. NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 90.2" X 59.4" X 30.7" END CAP STORAGE 35.7 CUBIC FEET MINIMUM INSTALLED STORAGE* 108.7 CUBIC FEET WEIGHT 135.0 lbs. *ASSUMES 12" STONE ABOVE, 9" STONE FOUNDATION AND BETWEEN CHAMBERS, 12" STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" PART # STUB B C MC450OREPE06T 6„ 42.54" --- MC4500REPE06B --- 0.86" MC450OREPE08T 8„ 40.50" --- MC4500REPE08B --- 1.01" MC450OREPE10T 101. 38.37' --- MC4500REPE10B --- 1.33" MC450OREPE12T 12 35.69" --- MC4500REPE12B --- 1.55" MC450OREPE15T 15 32.72" --- MC4500REPE15B --- 1.70" MC450OREPE18TC 18 29.36" MC450OREPE18TW MC450OREPE18BC 1.97 MC450OREPE18BW MC450OREPE24TC 24 23.05" MC450OREPE24TW MC450OREPE24BC 2.26 MC450OREPE24BW MC450OREPE30BC 30" --- 2.95" MC450OREPE36BC 36" --- 3.25" MC450OREPE42BC 42" --- 3.55" NOTE: ALL DIMENSIONS ARE NOMINAL 90.2" CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. 36" (900 mm) NYLOPLAST DRAIN BASIN NTS TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID COVER TO MATCH BASIN O.D. TRAFFIC LOADING, AND OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 (SEE NOTES 1 & 2) FOR NON TRAFFIC INSTALLATION. 24" MIN. FROM TOP OF GRATE TO TOP OF PIPE. VARIABLE INVERT HEIGHTS INLET & OUTLET ADAPTERS AVAILABLE: 12" OR 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NOTES COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD CATCH BASIN OR MANHOLE 24"SUMP DEPTH INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT MC-4500 CHAMBE 24" HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -CORED END CAP PART #: / MC450OREPE24BC OR MC450OREPE24BW MC-4500 ISOLATOR ROW DETAIL A. INSPECTION PORTS (IF PRESENT) A. 1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B. 1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. MANIF 18" MIN WIDTH MANIFOL 8" MIN THICKNESS 36" X 30" CONE STYLE REDUCER 24" SUMP DEPTH 6" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1. GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" (2.13 m) DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. GRATE OPTION LOAD RATING PART # DWG # PEDESTRIAN MEETS H-20 3099CGP 7001-110-220 STANDARD MEETS H-20 3099CGS 7001-110-221 SOLID COVER MEETS H-20 3099CGC 7001-110-222 DOME N/A 3099CGD 7001-110-223 12" MIP MC -SERIES END CAP INSERTION DETAIL NTS ATION )HEADER )STUB NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. ** CONTRACTOR SHALL REVIEW ENTIRE PLAN SET AND NOTIFY ENGINEER OF DISCREPANCIES FOUND ON PLAN FOR FURTHER CLARIFICATION AND/OR REVISIONS, PRIOR TO CONSTRUCTION NTS 12" MIN CONCRETE PAVEP CONCRETE SLAB 8" MIN THICKNESS STORMTECH CHAMBER F'tI.I IVIN FluNI 4500 END CAP IETICS 315WTM WOVEN PION STONE AND CHAMBERS RIC WITHOUT SEAMS ^ )NCRETE COLLAR NOT REQUIRED )R UNPAVED APPLICATIONS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4" SCHED 40 PVC 4" SCHED 40 PVC 4" SCHED 40 PVC COUPLING 4" SCHED 40 PVC 8 '- ORE 4.5" 0 HOLE IN HAMBER (4.5" HOLE AW REQ'D) ANY VALLEY LOCATION NOTES: 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CONNECTION DETAIL CORRUGATION VALLEY. 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED (4" PVC NOT PROVIDED BY ADS). 4" PVC INSPECTION PORT DETAIL SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH NTS CHAMBER DETAILS NTS STRUCTURE #2 PER PLAN SHOWN AS 36" NYLOPLAST W/ ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW RATE 2.4 CFS (24" SUMP MIN) 12" X 12" ADS N-12 TOP MANIFOLD INVERT 35.69" ABOVE CHAMBER BASE (SEE NOTES) PLACE MINIMUM 17.5' OF ADS GEOSYNTHETICS 315WTM WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 12" X 12" ADS N-12 TOP MANIFOLD INVERT 35.69" ABOVE CHAMBER BASE (SEE NOTES) 24" CORED END CAP, PART# MC450OREPE24BC OR MC450OREPE24BW TYP OF ALL MC-4500 24" BOTTOM CONNECTIONS AND ISOLATOR ROWS STRUCTURE #3 PER PLAN SHOWN AS 36" NYLOPLAST W/ ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW RATE 4.9 CFS (24" SUMP MIN) NSPECTION PORT (TYP 2 PLACES) SOLATOR ROW ;SEE DETAIL / TYP 2 PLACES) STRUCTURE #4 PER PLAN SHOWN AS 36" NYLOPLAST N1 ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW RATE 4.9 CFS ;24" SUMP MIN) 12" X 12" ADS N-12 TOP MANIFOLD NVERT 35.69" ABOVE CHAMBER BASE ;SEE NOTES) ■ 0 STRUCTURE CHART STMH-2058 CI-2503 (FLOW LINE) RIM ELEVATION = 738.99 RIM ELEVATION = 741.25 I.E. 36" RCP. NE. 727.59 I.E. 12" CPP. SW. 737.35 I.E. 12" CPP. NE. 733.79 I.E. 12" RCP. SE. 730.69 CI-2530 (FLOW LINE) I.E. 60" RCP. SW. 727.59 RIM ELEVATION = 738.97 I.E. 30" RCP. NW. 729.09 I.E. 12" CPP. SW. 733.87 CI-2546 (FLOW LINE) STMH-2115 RIM ELEVATION = 737.76 RIM ELEVATION = 741.45 I.E. 12" RCP. SW. 732.86 I.E. 36" RCP. NE. 728.55 I.E. 12" RCP. NW. 732.86 I.E. 12" CPP. SE. 736.85 I.E. 36" RCP. SW. 728.55 I.E. 12" RCP. NW. 736.35 EXISTING LEGEND 0 SET P.K. NAIL • FOUND IRON SET FLUSH, 5/8" (M) MEASURED DISTANCE 0 CAPPED REBARR 44 (R) RECORD DISTANCE MI. REG. #22436 PINE TREE BUSH ® GAS METER SOIL BORING TREE OW WATER MANHOLE 0 WATER METER END SECTION �p CABLE PED. FOUNTAIN/IRR. ELEC. VAULT PHONE PED. o BOLLARD/POLE ❑0 ELEC. TRANSFORMER EO ELEC. PED. LIGHT POLE T❑ PHONE VAULT ® MAILBOX UTILITY POLE xxxXX SPOT ELEVATION 0 A/C UNIT k GUY ANCHOR -w SIGN — EX. ELEVATION 0 WELL — — — — WIRE FENCE X VALVE CHAIN LINK FENCE WOOD FENCE FIRE HYDRANT oHE oHE ELECTRIC ❑ CURB INLET Uce Uce ELECTRIC ® DRYWELL UT UT PHONE Uc Uc GAS ©s SANITARY MANHOLE CTv CTv CABLE TV © STORM MANHOLE w w WATER Da CLEAN —OUT Fo Fo Fo FIBER OPTIC ® FIBER OPTIC MANHOLE _ = STORM LINE SANITARY LINE TEMPORARY BENCHMARK INFORMATION: VERTICAL DATUM ESTABLISHED BY A TWO (2) HOUR STATIC GPS OBSEVATION POST PROCESSED BY OPUS (NAVD88) T.B.M 1. SOUTHEAST BOLT OF A STRAIN POLE LOCATED AT THE CORNER OF CORBY AND S.R. 23. ELEVATION = 739.94 T.B.M. 2. CUT SQUARE IN EAST SIDE OF LIGHT POLE BASE ALONG WEST LINE OF SURVEY PARCEL. ELEVATION = 742.65 EASEMENTS LEGEND: O 10—FT WIDE NON ACCESS EASEMENT EB MUNICIPAL WATER EASEMENT GENERAL SURVEY DISCLAIMER NOTES: THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE LAND SURVEYOR. ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL BUILDING, ZONING AND SUBDIVISION ORDINANCES. UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE SAME. ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. FINAL SITE PLAN - ESC 1 PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 3 EAST, CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA. cn cn - �— ��aa � —saw W 17 GAS GAS SAS EB P� �j P a / / - EA / 5 / EA / EB / (39 / " �4 �c�`P / D <� / / ° ° a STMH-2115� /BM/1— A ° a d ^ � a d EA I \ F lT11019, C.O. \\ \ d\ \ \ \ d ** CONTRACTOR SHALL REVIEW ENTIRE PLAN SET AND NOTIFY ENGINEER OF DISCREPANCIES FOUND ON PLAN FOR FURTHER CLARIFICATION AND/OR REVISIONS, PRIOR TO CONSTRUCTION '9S,o "Po / �\ W S �Q R/W LINE D /cnz ,,., J z D C.O. cn D cn D cn P.P. DEf I cn 8 \ d \\ a d d a � � \ d \ \ con c� D D cn G) D cn c� D cn D cn cn D cn RYW FD. R/W MARKER (HELD) cn D GA,A UTILITY KEYNOTES: INSTALL ALL UTILITIES PER SOUTH BEND ENGINEERING DETAILS AND STANDARDS 0 4" CLASS 52 DIP (FIRE) WATER LINE AND 2"(DOMESTIC) WATER LINE. CONNECT TO EXISTING WATER MAIN: INSTALL USING METHODS AND MATERIALS PER SOUTH BEND STANDARD SPECIFICATIONS. FIELD VERIFY EXISTING WATER LINE LOCATION AND SIZE PRIOR TO CONSTRUCTION. SEE ARCHITECT'S PLUMBING PLANS FOR VALVE, BACK —FLOW, AND METER REQUIREMENTS. FOLLOW SOUTH BEND'S WATER DEPARTMENT GUIDELINES AND REQUIREMENTS FOR WATER WATER LINE TAP INSTALLATION. COORDINATE CONNECTION INSTALLATION WITH INDOT, LAPORTE DISTRICT, FOR ALL WORK IN RIGHT—OF—WAY. BO 6" SANITARY SEWER CONNECTION: PER SOUTH BEND STANDARD DETAILS. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, AND INVERT OF EXISTING SANITARY SEWER IN SR 23 PRIOR TO INSTALLATION. NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO INSTALLATION. CONNECTIONS PER SOUTH BEND STANDARD SPECIFICATIONS. ROAD REPAIR WITH SAME MATERIAL, INCLUDING ANY REINFORCEMENT TO MATCH EXISTING ROAD SECTION PER INDOT SPECIFICATIONS. COORDINATE INSTALLATION OF SEWER CONNECTION WITH INDOT, LAPORTE DISTRICT, AND CITY OF SOUTH BEND. INV. EL. 724.02f O ELECTRIC SERVICE: "POWER CO." TO PROVIDE UNDERGROUND SERVICE. SERVICE TO BE ACTIVATED AND EXTENDED TO SITE FROM NEAREST EXISTING SERVICE POINT. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT TO NEW CONNECTION PER POWER CO. REQUIREMENTS. SEE ARCHITECTURAL SHEETS FOR ELECTRICAL SCHEDULES AND DETAILS. O GAS SERVICE: 'GAS COMPANY" TO PROVIDE SERVICE FROM NEAREST EXISTING GAS MAIN LINE LOCATION. CONNECTION TO GAS METER BY "GAS COMPANY". GAS SERVICE LINE SHOWN IS APPROXIMATE. TO EXISTING MAIN LOCATION O TELEPHONE/COMMUNICATIONS SERVICE: "TELEPHONE CO." TO PROVIDE UNDERGROUND SERVICE. CONTRACTOR TO PROVIDE AND INSTALL 4" CONDUIT TO NEW CONNECTION LOCATION AS DETERMINED BY OWNER/ARCHITECT. 0 FDC SIAMESE CONNECTION. REFER TO ARCHITECTURAL/PLUMBING PLANS FOR DETAILS AND SPECIFICATIONS UTILITY PLAN 0 20' 40' 60' SCALE 1" = 20' SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH 0 Copyright 2013 Danch, Horner GENERAL LANDSCAPE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL PRIVATE AND PUBLIC ON SITE UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL SITE CONDITIONS WHICH MAY EFFECT THE LANDSCAPE PLANT MATERIALS AND SITE AMENITY INSTALLATION. CONTRACTOR ALSO MUST NOTIFY LANDSCAPE ARCHITECT OF CONDITIONS THAT MAY BE DETRIMENTAL TO HEALTHY PLANT DEVELOPMENT, OR MAY CAUSE VOID TO PLANT WARRANTY. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL LANDSCAPE MATERIALS IN ACCORDANCE WITH THE LATEST EDITION OF THE "USA STANDARD FOR NURSERY STOCK", PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERY MEN, INC. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR A MINIMUM OF (1) YEAR GUARANTEE FOR ALL PLANT MATERIALS FROM THE DATE OF SUBSTANTIAL COMPLETION. ANY DEAD PLANT MATERIALS SHALL BE REPLACED WITH MATERIAL EQUAL IN SIZE AND QUALITY AS LISTED IN THE MASTER PLANT LIST. ALL COST FOR REPLACING PLANT MATERIALS WITHIN THE GUARANTEE PERIOD WILL BE AT THE RESPONSIBILITY OF THE CONTRACTOR. 5. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH OTHER WORK DISCIPLINES TO ENSURE NO CONFLICT BETWEEN WORK TYPES. 6. ALL DECIDUOUS TREES AND EVERGREEN TREES SHALL BE BALLED AND BURLAP UNLESS OTHERWISE NOTED. 7. ALL SHRUBS MAY BE CONTAINER GROWN OR BALLED AND BURLAP. 8. THE CALIPER SIZE LISTED ON THE MASTER PLANT LIST INDICATES THE DIAMETER OF THE TRUNK TAKEN AT 6" ABOVE THE GROUND LEVEL. 9. SPACE PLANT MATERIALS AS INDICATED ON MASTER PLANT LIST OR PER PROPER HORTICULTURAL METHODS. 10. CONTRACTOR SHALL PROVIDE A TWO YEAR STRAIGHTENING GUARANTEE IN LIEU OF STACKING AND GUYING TREES. 11. CONTRACTOR SHALL VERIFY QUANTITIES OF PROPOSED PLANT MATERIALS AND SITE AMENITIES SHOW ON THE MASTER MATERIALS LIST AND PLANS. IF A DISCREPANCY APPEARS, THE ACTUAL COUNT ON THE PLANS SHALL PREVAIL. 12. KEEP BALLED AND CONTAINER PLANT MATERIAL WATERED UNTIL THEY ARE PLANTED. IF PLANTS CANNOT BE PLANTED IMMEDIATELY, THEY SHOULD BE HEELED IN AND COVERED WITH MULCH UNTIL TIME OF PLANTING. 13. CONDUCT SOILS TEST TO VERIFY FERTILITY OF TOPSOIL. AMEND SOIL IF PH IS LESS THAN 5.0 OR GREATER THAN 7.5. MAKE OTHER ADJUSTMENTS AS SOIL ANALYSIS INDICATES. ALL FINE GRADE SOIL PREPARATION OF PLANTINGAND LAWN AREAS SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 14. TOPSOIL DEPTH TO BE A MINIMUM OF 6" IN ALL PLANTING BEDS AND 3" IN LAWN AREAS. GENERAL CONTRACTOR IS TO SUPPLY TOPSOIL TO THESE STANDARDS AND PROVIDE FINISH GRADE. LANDSCAPE CONTRACTOR TO PROVIDE FINAL GRADE FOR SEED APPLICATION AND PLANT MATERIAL INSTALLATION. TOPSOIL TO BE CLEAN FRIABLE LOAM FROM LOCAL SOURCE AND FREE FROM STONES AND DEBRIS OVER 3/4" IN DIAMETER. TOPSOIL MUST BE FREE FROM TOXINS AND HERBICIDES. 15. LANDSCAPE BEDS SHALL BE DEFINED BY COMMERCIAL GRADE 5" BLACK VINYL EDGING, PRODUCED BY AN ESTABLISHED MANUFACTURER OR APPROVED EQUAL. 16. LANDSCAPE BEDS TO RECEIVE 3"- 4" INDUSTRY STANDARD SHREDDED HARDWOOD BARK MULCH. 17. ALL TREES NOT INCORPORATED INTO THE LANDSCAPE BEDS ARE TO RECEIVE A 3' RADIUS MULCH RING, 3" DEEP. 18. APPLY PRE -EMERGENT HERBICIDE TO ALL LANDSCAPE BEDS PRIOR TO MULCHING. 19. HYDROSEED: INSTALL HYDROSEED PER COMMON INDUSTRY STANDARDS WHERE INDICATED ON PLANS. SEED MIXTURE: 37.50% PERENIIAL RYE 31.00% KENTUCKY BLUE 31.50% CREEPING RED FESCUE 20. SOD: INSTALL SOD WHERE INDICATED ON PLANS. SOD SHALL BE A KENTUCKY BLUEGRASS CULTIVAR-'COLUMBIA' OR APPROVED EQUAL, GROWN FROM A LOCAL SOURCE. 21. ALL LANDSCAPE & LAWN AREAS SHALL BE 100% IRRIGATED. IRRIGATION CONTRACTOR SHALL INSTALL ALL REQUIRED IRRIGATION STRUCTURES, PIPES, TAPS, VALVES, WIRING, BACK FLOW PREVENTERS, METERS, ETC. ALL UNDER PAVEMENT SLEEVES SHALL BE COORDINATED AND INSTALLED PRIOR TO PAVEMENT INSTALLATION BY THE SITE CONTRACTOR. ALL IRRIGATION PLANS ARE TO BE DESIGN BY A CERTIFIED IRRIGATION DESIGNER AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY INSTALLATION. BOULDER WALL DETAIL NTS GENERAL SURVEY DISCLAIMER NOTES: NANTAjd A Su:;HT SET -BACK FINAL SITE PLAN - ESC 1 PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, a / a ,si i /� 5(AWSr� . 1 (vi e3 YEW) /8 ( DAY) - Af Zi �0 120 BGA�/ 1(CRA) / 05 BGA ---� \ Q Q a Q�P� 1 (CRA) P� 13 ( DAY) 1(CRA) ' OF TOPSOL f6TALLEp TOP OF DRA14A,GE GED-TEXTILE FLTRATKX4 FABRIC \ aEPARATE!�i 5011_! FROM DRAN NONE #2 CRILH-ED CLEAN STONE BALLED STMH-2115' L: LAND BOULDER WALL / I� PERFORATED ADS DRAW TILE /TBI/ 1- aura TO DAYLIGHT W4ENI P'0551011 / IRCRU5W STONE U5Ei3 TO OUT BOUILDFIRS ALONG BASE COURSE THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE LAND SURVEYOR. ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL BUILDING, ZONING AND SUBDIVISION ORDINANCES. UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE SAME. ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. BOULDER - WALL. Z: SHEET C . AND DETAIL. a ^T_H. S SHEET T J` rr,�A' A ** CONTRACTOR SHALL REVIEW ENTIRE PLAN SET AND NOTIFY ENGINEER OF DISCREPANCIES FOUND ON PLAN FOR FURTHER CLARIFICATION AND/OR REVISIONS, PRIOR TO CONSTRUCTION 105(BGA) 7(DAY) 1 (CRA) 105(BGA) 35(DAY) 3(AWS) 5(YEW) - 1(RED) qsA ° ' \. �0qn,. \� RANGE INDIANA. i 3 EAST, PLANT LIST TREES QUANT ABBR COMMON NAME BOTANICAL NAME SIZE CONT REMARKS 8 RED KARPICK RED MAPLE Acer rubrum 'Karpick' 2.5" CAL. B&B 7 CRA SUGAR TYME CRABAPPLE MALUS 'Sutyzam' 1.5" CAL. B&B 4 SER ROBIN HILL PINK SERVICEBERRY AMELANCHIER x. grandiflora 'Robin Hill' 8' HT. B&B CLUMP FORM SHRUBS & PERENNIALS QUANT ABBR COMMON NAME BOTANICAL NAME SIZE CONT REMARKS 10 SRJ SKYROCKET JUNIPER JUNIPERUS scopulorum 'Skyrocket' 6' HT. B&B 57 AWS ANTHONY WATERER SPIRAEA SPIRAEA x bumalda 'Anthony Waterer' 24" HT. 5 GAL. 37 YEW ERIE SHORES YEW TAXUS x media 'Erie Shores' 18" HT. B&B g DKL DWARF KOREAN LILAC SYRINGA meyeri palibin 18" HT. 5 GAL. 4 VIB MOHAWK VIBURNUM VIBURNUM X b. 'Mohawk' 36" HT. B&B 12 BOX KOREAN BOXWOOD BUXUS microphylla 'Korean' 18" HT. 5 GAL. 32 SEA SEA GREEN JUNIPER JUNIPERUS chinensis 'Sea Green' 24" HT. 5 GAL. 45 LPS LITTLE PRINCESS SPIRAEA SPIRAEA japonica 'Little Princess 24" HT. 5 GAL. 5 JUN YOUNGSTOWN ANDORRA JUNIPER JUNIPERUS horizontalis 'Plumosa Compacta Youngstown' 12" HT. 5 GAL. 4 ARB MISSION ARBORVITAE THUJA occidentalis 'Techny" 5' HT. B&B 147 DAY HAPPY RETURNS DAYLILY HEREROCALLIS 'Happy Returns' 12" HT. 1 GAL. 1186 BGA BURGUNDY GLOW AJUGA AJUGA reptans 'Burgundy Glow' 6" HT. CELL PAC 50/FLAT plant 8" on center LANDSCAPE DETAILS: NOTES: 1. DO NOT PRUNE EVERGREENS, NOTES: EXCEPT TO REMOVE DEAD AND BROKEN 1. PRUNE TO THIN AND BRANCHES SHAPE TREE CANOPY. 2. THIN BRANCHES AND FOLIAGE (NOT ALL BRANCH TIPS) BY 113, RETAINING NORMAL PLANT SHAPE (EXCEPT EVERGREEN). 3. REMOVE BURLAP FROM TOP 113 OF BALL, OR WITH CONTAINER PLANTS REMOVE POTS AND SPLIT BALLS AS SPECIFIED. SET ROOT COLLAR AT FINISH GRADE X/ 3" OF MULCH 1 3" OF MULCH MOUND SOIL VARIES SEE NOTES AND FORM SAUCER SPECIFICATIONS 1' FOR PINES, TOP OF BALL AT 4" \\ ABOVE GRADE REMOVE BURLAP I I I PLANT MIXTURE I_I I I I I ICI I AS SPECIFIED III �_ FROM TOP 113 OF BALL III III I III= I' BARE ROOT OR SCARIFY I II=III=II - II CONTAINER SHRUBS AND RECOMPACT II' AND PLANT MIXTURE SEE NOTES AND BALLED AND SPECIFICATIONS - BURLAPPED SHRUBS SUBGRADE OR CONTAINERED CUT METAL BASKET IN SEVERAL LOCATIONS NTS SHRUB-PL NTS scARIEEPTH AND RECCOMPACOMPACT TREE-PL EVERGREEN SHRUB PLANTING 2 IEVERGREEN TREE PLANTING NOTES: 1. DO NOT PRUNE EVERGREENS, NOTES: EXCEPT TO REMOVE DEAD AND BROKEN 1. PRUNE TO THIN AND BRANCHES SHAPE TREE CANOPY. 2. THIN BRANCHES AND FOLIAGE (NOT ALL (SEE DETAIL) BRANCH TIPS) BY 113, RETAINING NORMAL PLANT SHAPE (EXCEPT EVERGREEN). 3. REMOVE BURLAP FROM TOP 113 OF BALL, OR WITH CONTAINER PLANTS REMOVE POTS AND SPLIT BALLS AS SPECIFIED. SET ROOT COLLAR AT FINISH GRADE 2" OF MULCH TREE WRAP SEE NOTES T AND SPECIFICATIONS Ir 3" TO 4" OF MULCH VARIES SEE NOTES AND SPECIFICATIONS MOUND SOILTO SEE DRAWINGS 12 FORM SAUCER \ I PLANT MI-I, 9I I I- I -I I Ez�i I I AS SPECIFIEDIXTURE -1 I=1 I� I I I -I I -I I -I I �I-I I-1 I I_I REMOVE BURLAP FROM TOP I� I I 113 OF BALL I �- I II W III I rc` BARE ROOT OR SCARIFY T04"DEPTI II III I I ANDRECOMPACT III ICONTAINER SHRUBS PLANT SEENOTESAND BALLED AND SUBGRADE SPECIFICATIONS BURLAPPED SHRUBS = _ = CUT METAL BASKET IN - - SEVERAL LOCATIONS NTS SHRUB-PL NTS ANDSCARIFYT04"DEPTH AND RECOMPACT TREE-PL 3 SHRUB PLANTING 9 TREE PLANTING II.IiUIYN:I90 aF1�1 0 20' 40' 60' SCALE 1" = 20' SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH FINAL SITE PLAN - ESC 1 GENERAL SURVEY DISCLAIMER NOTES: THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE LAND SURVEYOR. ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL BUILDING, ZONING AND SUBDIVISION ORDINANCES. UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE SAME. ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. UTILITY MATERIAL REQUIREMENTS: SANITARY SEWER, STORM SEWER. AND WATER LINES MATERIAL NOTE: 1. WATER PIPE 2 1 /2" AND LARGER SHALL BE CLASS 50 DUCTILE IRON. 2. ALL STORM SEWERS SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH CITY STANDARDS. PRIOR TO ACCEPTANCE BY THE OWNER - THE ENGINEER SHALL WITNESS THE TESTS. COPIES OF THE TEST RESULTS SHALL BE FURNISHED TO THE OWNER, THE CITY AND THE ENGINEER. 3. ALL STORM SEWER SHALL BE CLASS III RCP OR HDPE DOUBLE WALL. 4. ALL SANITARY SEWER SHALL BE SDR 35 PVC (ASTM D3034). PIPE JOINTS SHALL CONFORM TO ASTM D3212 AND ASTM F477. 5. ALL MANHOLES SHALL BE REINFORCED CONCRETE PRECAST (ASTM C478). BACKFLOW/CROSS CONNECTION REQUIREMENTS: 1. USE RPZ ON DOMESTIC LINES, INSIDE BUILDING. THE RPZ SHALL BE MOUNTED IN A HORIZONTAL ORIENTATION. 2. USE DDCV ON FIRE LINES. THE DDCV SHALL BE LISTED ON THE USC APPROVED LIST. MOUNT IN APPROVED ORIENTATION. 3. USE PVC ON LAWN SPRINKLER LINES. SANITARY SEWER, STORM SEWER. AND WATER LINES GENERAL NOTES: 1. ALL LOCAL PERMITS SHALL BE OBTAINED BEFORE CONSTRUCTION IS BEGUN ON THIS PROJECT. 2. IF POLLUTION OR NUISANCE CONDITIONS ARE CREATED, IMMEDIATE CORRECTIVE ACTION SHALL BE TAKEN BY THE PERMITTEE. 3. SEWER TO WATER MAIN SEPARATION DISTANCES SHALL COMPLY WITH SECTION 38 OF THE RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES, 2004 EDITION & IDEM REGULATIONS. SEE ITEM 8 BELOW. 4. IF NEEDED, ALL TRENCHES SHALL BE DEWATERED USING DEEP WELLS OR WELL POINTS PRIOR TO EXCAVATION. IF NEEDED, THE CONTRACTOR SHALL PROVIDE SHEETING, SHORING, BRACING AND/OR A TRENCH BOX, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS, FOR ALL EXCAVATION WORK. DEWWATERING SHALL BE AT LEAST TWO (2) FEET BELOW THE TRENCH EXCAVATION. 5. MINIMUM COVER FOR WATER LINES IS 5.0 FT. 6. PVC SANITARY SEWERS SHALL BE TESTED FOR DEFLECTION USING A MANDRELL WHICH IS 95% OF THE INSIDE DIAMETER OF THE PIPE, AS DEFINED IN THE APPLICABLE A.S.T.M. STANDARDS. ANY PIPE FAILING THE TEST SHALL BE RE -EXCAVATED AND REPLACED, SO THAT ALL COMPLETED PIPE PASSES A RETEST. THE DEFLECTION TEST SHALL BE PERFORMED NOT LESS THAN 30 DAYS AFTER BACKFILL OF THE TRENCHES. ALL OTHER DETAILS OF THE MANDRELL TEST SHALL BE IN ACCORDANCE WITH "TEN STATES" STANDARDS AND IDEM REGULATIONS. 7. ALL SANITARY SEWERS SHALL BE TESTED FOR INFILTRATION OR EXFILTRATION HYDROSTATICALLY, WITH A MINIMUM TESTING HEAD OF 10 FT, TAKING INTO CONSIDERATION THE STATIC GROUNDWATER ELEVATION WITH RESPECT TO THE PIPE AT THE TIME OF THE TEST. THE MAXIMUM ALLOWABLE LEAKAGE SHALL BE 200 GALLONS PER DAY PER INCH DIAMETER PER MILE OF PIPE. 8. ALL SANITARY SEWERS LAID PARALLEL TO WATER MAINS SHALL BE SEPARATED AT LEAST 10 FT, MEASURED EDGE TO EDGE, FROM SAID WATER MAINS. WHENEVER A SANITARY SEWER CROSSES A WATER MAIN, THE MINIMUM VERTICAL SEPARATION SHALL BE 18", ALL IN ACCORDANCE WITH IDEM REGULATIONS AND "TEN STATES STANDARDS". 9. THE RESULTS OF ALL TESTS ON THE COMPLETED SEWER SHALL BE SUBMITTED TO DANCH, HARNER & ASSOCIATES, INC. WITHIN THREE MONTHS OF COMPLETION OF CONSTRUCTION. 10. ALL NEW WATER LINES, INCLUDING NEW FIRE HYDRANT, SHALL BE DISINFECTED IN ACCORDANCE WITH CITY, STATE AND FEDERAL REGULATIONS. THE NEW LINES SHALL BE FLUSHED PRIOR TO DISINFECTION. COPIES OF ACCEPTABLE BACTERIAL TEST RESULTS SHALL BE FURNISHED TO THE OWNER, THE ENGINEER AND THE CITY PRIOR TO ACTIVATING THE NEW WATER PIPING. 11. ALL WATER LINES SHALL BE PRESSURE TESTED @ 150 PSI FOR 2 HOURS. 12. ALL SANITARY SEWER MANHOLES SHALL BE INSPECTED AFTER COMPLETION FOR GENERAL CONDITION, CRACKS, LEAKAGE OF GROUNDWATER OR OTHER DEFECTS. THE MANHOLE SHALL BE TESTED FOR WATER TIGHTNESS IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF TEN STATES STANDARDS, LATEST EDITION, AND IDEM REGULATIONS. 13. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE SANITARY SEWER SYSTEM INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION. 14. SANITARY FEATURES SHALL COMPLY WITH ANY ADDITIONAL REQUIREMENTS OF THE CITY OF SOUTH BEND. PHONE, GAS. ELECTRIC, CAN UTILITY AND IRRIGATION SLEEVE NOTES: 1. CONTRACTOR IS TO UNCOVER AND CONFIRM ALL TAP/CONNECTION LOCATIONS. IF DISCREPANCIES EXIST, NOTIFY ENGINEER PRIOR TO COMMENCING WORK. 2. CONTRACTOR IS TO COORDINATE ALL UTILITY CONNECTIONS WITH THE APPROPRIATE UTILITY COMPANIES. 3. ROUTINGS SHOWN ARE APPROXIMATE. 4. CONTRACTOR IS TO COORDINATE AND ASSURE THAT ANY REQUIRED IRRIGATION SLEEVES ARE PLACED PRIOR TO PAVING. 5. TELEPHONE, ELECTRIC AND TV ROUTINGS ARE TO BE COORDINATED WITH THE APPROPRIATE UTILITIES. CONTRACTOR IS TO PROVIDE CONDUIT UNDER PAVED AREAS AS REQUIRED BY THE APPROPRIATE UTILITY. 6. GRANULAR BACKFILL MATERIAL IS REQUIRED IN ALL UTILITY TRENCHES LOCATED UNDER PAVEMENT OR SIDEWALKS. BACKFILL SHALL BE COMPACTED TO 100% OF STANDARD PROCTOR DENSITY PER SOILS REPORT. UTILITY INFORMATION: THE ENGINEER HAS INDICATED UNDERGROUND UTILITIES ON THESE PLANS BASED UPON INFORMATION PROVIDED BY THE VARIOUS UTILITIES. THE ACCURACY AND COMPLETENESS OF THIS INFORMATION IS UNKNOWN AND THE ENGINEER ACCEPTS NO LIABILITY FOR UTILITY INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH THE UTILITIES, PROTECTING ALL UTILITIES, PAYING ALL COSTS FOR DAMAGE TO UTILITY FACILITIES, AND RESTORING ALL UTILITIES TO A CONDITION WHICH IS BETTER THAN THE ORIGINAL CONDITION AT THE START OF THIS PROJECT. THE CONTRACTOR SHALL NOT BEGIN UNDERGROUND WORK UNTIL ALL UTILITIES HAVE BEEN ACCURATELY LOCATED ON THE GROUND. ** CONTRACTOR SHALL REVIEW ENTIRE PLAN SET AND NOTIFY ENGINEER OF DISCREPANCIES FOUND ON PLAN FOR FURTHER CLARIFICATION AND/OR REVISIONS, PRIOR TO CONSTRUCTION CITY OF SOUTH BEND SANITARY SEWER CONSTRUCTION STANDARDS & SPECIFICATIONS: (M NECESSARY) 1. ALL MATERIALS AND WORKMANSHIP SHALL MEET THE CITY OF SOUTH BEND DESIGN & CONSTRUCTION STANDARDS AND PREVAILING SPECIFICATIONS FOR PUBLIC WORKS, AND TITLE 327 OF THE INDIANA ADMINISTRATION CODE, ARTICLE 3 (STATE CODE). 2. PIPE BEDDING - CLASS "F" FOR FLEXIBLE PIPE SHALL BE BEDDED IN GRANULAR FILL, WHICH SHALL BE CARRIED 12-INCHES ABOVE THE TOP OF THE PIPE. ALL BEDDING, HAUNCHING AND INITIAL BACKFILL SHALL BE CLASS I, II, OR III PER ASTM D2321-89. 3. ALL SEWER TRENCHES WITHIN THE ROAD RIGHT-OF-WAY, UNDER PARKING LOTS, DRIVES, SIDEWALKS AND EXISTING PIPES SHALL BE BACKFILLED ABOVE THE PIPE BEDDING MATERIAL WITH EXCAVATABLE FLOWABLE FILL, 150 PSI, UNLESS OTHERWISE NOTED. 4. ANY EXISTING PIPE OR TILE(S), WHICH ARE CUT DURING CONSTRUCTION, SHALL BE REPLACED WITH EQUAL OR BETTER MATERIALS AND CONSTRUCTION METHODS. 5. ANY PAVEMENT OR IMPROVED ROAD SURFACE OR SIDEWALK CUT DURING CONSTRUCTION SHALL BE REPLACED WITH EQUAL OR BETTER MATERIALS AND CONSTRUCTION METHODS. 6. ALL GRASSED AREAS WHICH ARE DISTURBED DURING THE COURSE OF CONSTRUCTION, SHALL BE SEEDED WITH COMPARABLE GRASS SEED AND COVERED WITH STRAW. WATER SHALL BE APPLIED AS REQUIRED TO ASSURE GROWTH. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REGRADED TO THE ORIGINAL CONTOURS PRIOR TO COMPLETION OF THE PROJECT. 8. ALL MANHOLES TO BE STANDARD TYPE I, 48-INCH DIAMETER PRECAST REINFORCED CONCRETE, UNLESS NOTED OTHERWISE. 9. ALL PRE -CAST CONCRETE MANHOLE COMPONENTS (CONES, ADJUSTING RINGS, SECTIONS, ETC.) SHALL CONFORM TO ASTM SPECIFICATION C478-96. 10. ALL MANHOLE FRAMES TO BE NEENAH R-1772 CASTING WITH SOLID LIDS OR EQUAL UNLESS OTHERWISE NOTED. 11. INFILTRATION/EXFILTRATION INTO PIPE SHALL NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER DAY PER MILE OF PIPE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE TESTING AND TO PROVIDE CERTIFIED TESTS TO THE ENGINEER. THE RESULTS OF THE TESTING SHALL BE PROVIDED TO THE OFFICE THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION. 12. ALL PERMITS (AREA CONNECTION, INSPECTION, TAP, ETC.) REQUIRED FOR THE EXECUTION OF THE WORK SHALL BE OBTAINED AND PAID FOR BY THE DEVELOPER. 13. SEWER TO WATER MAIN SEPARATION DISTANCES SHALL CONFORM TO SECTION 29 OF THE RECOMMENDED STANDARDS FOR SEWAGE WORKS, 1978 REVISED EDITION. WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER IS AT LEAST 18" BELOW THE WATER MAIN. WHEN THE ELEVATION OF THE SEWER CANNOT BE BURIED TO MEET SAID REQUIREMENTS, THE SEWER SHALL BE RECONSTRUCTED WITH MECHANICAL JOINT DUCTILE IRON PIPE OR AWWA C-900 CLASS 150, SDR 18, PVC FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE WATER MAIN. ONE FULL LENGTH OF SEWER SHOULD BE CENTERED OVER THE WATER MAIN SO THAT BOTH JOINTS WILL BE AS FAR FROM THE WATER MAIN AS POSSIBLE. IN ALL OCCURRENCES, WHERE WATER LINES AND SANITARY SEWER LINES DO NOT PERMIT A MINIMUM OF TEN (10) FEET HORIZONTAL SEPARATION, THE SEWER MUST BE CONSTRUCTED EQUAL TO WATER PIPE WITH COMPRESSION JOINTS AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. 14. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST THIRTY (30) DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% ACTUAL INSIDE DIAMETER (AS LISTED IN ASTM STANDARDS). DEFLECTION TEST RESULTS SHALL BE SUBMITTED WITH THE INFILTRATION/EXFILTRATION TEST RESULTS. (*THE FOLLOWING ARE CONSIDERED NONFLEXIBLE PIPES: VITRIFIED CLAY PIPE, CONCRETE PIPE, DUCTILE IRON PIPE, CAST IRON PIPE). 15. ALL MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244-93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE (VACUUM) TEST. 16. ALL SANITARY SEWER MAINS TO BE PVC CONFORMING TO ASTM D-3034. 17. ALL SANITARY SEWER JOINTS SHALL BE GASKETED "PUSH ON TYPE" WITH A CONFINED ELASTOMETRIC SEAL (RUBBER GASKET). JOINT TO CONFORM WITH ASTM-D3212 AND SEAL TO CONFORM WITH ASTM F-477-99. 18. ALL GRAVITY SEWER PIPE SHALL BE TESTED USING ONE (1) OF THE FOLLOWING LEAKAGE TEST TYPES: 18.1. A HYDROSTATIC TEST SHALL BE PERFORMED WITH MINIMUM OF TEN (10) FEET OF POSITIVE HEAD. THE RATE OF EXFILTRATION OR INFILTRATION SHALL NOT EXCEED TWO HUNDRED (200) GALLONS PER INCH OF PIPE DIAMETER PER LINEAR MILE PER DAY. 18.2. AN AIR TEST SHALL CONFORM TO ASTM F1477-92, STANDARD TEST METHOD FOR INSTALLATION ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES USING LOW-PRESSURE AIR, FOR PLASTIC PIPE. 19. AS -BUILT DRAWINGS TO BE PROVIDED TO CITY OF SOUTH BEND UPON COMPLETION OF SANITARY SEWER AS REQUIRED. 20. FULL-TIME INSPECTION MUST BE PROVIDED FOR ALL SEWER CONSTRUCTION AND PAID FOR BY THE CONTRACTOR OR DEVELOPER. ENGINEER'S NOTES: 1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RE -GRADED TO THE PROPOSED CONTOURS, OR TO THE EXISTING CONTOURS WHERE CHANGE OF GRADE IS NOT PROPOSED. 2. ANY CHANGE OF CONDITIONS DUE TO UNDERGROUND OR OTHER CONDITIONS SHALL BE PROMPTLY REPORTED TO THE ENGINEER. PAVING. STRIPING & CURB NOTES 1. WORKMANSHIP AND MATERIALS FOR ALL PAVING TO CONFORM TO STATE AND LOCAL STANDARD DRAWINGS AND SPECIFICATIONS, LATEST EDITION. 2. PARKING LOT SUBGRADE SHALL BE FINE GRADED TO ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING AND TOWARDS THE COLLECTION LOCATIONS. 3. ALL ASPHALT PAVING SHALL BE LAID ON A STRAIGHT, EVEN, AND UNIFORM GRADE WITH A MINIMUM 1 % AND MAXIMUM 3% SLOPE TOWARDS THE COLLECTION POINTS. DO NOT ALLOW NEGATIVE GRADES OR PONDING OF WATER. 4. SLOPE BUILDING SIDEWALKS AWAY FROM BUILDING AT A MINIMUM OF 1 % AND A MAXIMUM OF 2%. CROSS -SLOPES IN DESIGNATED WALKABLE PATHS EXCEEDING 2% WILL BE REMOVED AND RECONSTRUCTED AT CONTRACTORS EXPENSE. 5. PAVED AREAS ARE TO BE ROUGH GRADED TO +/- 0.10 FT AND PROOF ROLLED. ANY NON -ACCEPTABLE AREAS MUST BE CORRECTED PRIOR TO THE PLACEMENT OF STONE. 6. EXPANSION JOINTS - 1/2" ASPHALT IMPREGNATED FULL DEPTH, 40 FT O.C. MAXIMUM AND AT SIDEWALK INTERSECTIONS. CRACK CONTROL SCORING AT SIDEWALK WIDTH DIMENSION, OR AS NOTED ON THE PLANS. 7. STRIPING OF PARKING STALLS AND OTHER AREAS TO BE AS SHOWN ON THE PLANS. ALL LINES TO BE SINGLE STRIPE, YELLOW, 4" WIDE, STRAIGHT, EVENLY SPACED, AND UNIFORM IN LENGTH. 8. HANDICAP PARKING AND RAMP SHALL COMPLY WITH ALL GOVERNMENTAL CODES AND STANDARDS AND ANY OTHER REQUIRED STANDARDS. HANDICAP SPACES TO BE MARKED WITH THE INTERNATIONAL HANDICAP SYMBOL IN A BLUE FIELD. EACH SPACE SHALL BE ADDITIONALLY MARKED WITH APPROPRIATE SIGNAGE. 9. REFER TO THE PROJECT DETAIL SHEET FOR PAVING DETAILS. DIMENSIONS, COURSES AND THICKNESSES. OFFSITE CONSTRUCTION NOTES 1. ALL WORK TO COMPLY WITH LOCAL AND STATE CODES & STANDARDS OF CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE THE WATER AND SEWER WORK IN THE RIGHT OF WAY WITH ALL APPROPRIATE AGENCIES. 4. RIGHT OF WAY DRAINAGE PATTERNS SHALL ALSO BE MAINTAINED. 5. ANY AREAS DISTURBED ARE TO BE REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO DISTURBANCE. 6. CONTRACTOR TO INSTALL IMPROVEMENTS SHOWN AND TO COORDINATE WITH THE APPROPRIATE GOVERNMENTAL AGENCY FOR CLARIFICATION AND ANY NECESSARY INSPECTIONS. SITE GRADING 1. STRIP BUILDING AND PAVING AREAS OF ALL ORGANIC TOPSOIL MATERIALS. STOCKPILE SUITABLE TOPSOIL'S FOR RE -SPREADING ONTO LANDSCAPE AREAS. ALL EXCESS EXCAVATED MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTORS EXPENSE. 2. ALL SOILS SHALL BE GRADED TO PROVIDE SMOOTH CONTOURS AND POSITIVE DRAINAGE AWAY FROM BUILDINGS. DO NOT ALLOW FOR PONDING OF WATER. 3. AFTER TOPSOIL REMOVAL, CONTRACTOR IS TO PROOF ROLL THE BUILDING AND PAVING AREAS. ANY NON -ACCEPTABLE AREAS MUST BE CORRECTED PRIOR TO BEGINNING ANY FILL OPERATIONS. 4. AFTER COMPLETION OF PROOF ROLLING, FILL CAN BE PLACED USING SUITABLE ONSITE OR BORROW MATERIALS IN MAXIMUM 8" LIFTS. FILL TO BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. 5. PAVED AREAS ARE TO BE ROUGH GRADED TO +/- 0.10 FT AND PROOF ROLLED. ANY NON -ACCEPTABLE AREAS MUST BE CORRECTED PRIOR TO THE PLACEMENT OF STONE. 6. PARKING LOT SHALL BE GRADED TO ASSURE POSITIVE DRAINAGE AND NO PONDING OF WATER. 7. CURBS TO BE WHERE SHOWN ON THE PLAN AND INTEGRAL WITH SIDEWALK AT PAVING EDGE, AS APPROPRIATE. DRAINAGE 1. ALL WORK TO COMPLY WITH APPLICABLE CITY OF SOUTH BEND CONSTRUCTION STANDARDS. 2. PARKING AREAS SHALL BE GRADED TO ASSURE POSITIVE FLOW AWAY FROM THE BUILDING. NO PONDING OF WATER IS TO BE ALLOWED. 3. CONTRACTOR IS TO CONFIRM ALL UTILITY LOCATIONS. IF DISCREPANCIES EXIST, NOTIFY ENGINEER PRIOR TO COMMENCING WORK. 4. GRANULAR BACKFILL MATERIAL IS REQUIRED IN ALL PIPE TRENCHES LOCATED UNDER PAVEMENT OR SIDEWALKS. BACKFILL SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. 5. REFER TO STANDARD DETAILS FOR SPECIFICATIONS FOR PIPE TRENCHING, MATERIALS, INLETS, AND CASTING INFORMATION. SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH SPECIFICATIONS NEENAH R-250 FINAL SITE PLAN — ESC 1 30" DIA. a e ° FILLET TO BE 1 /2 OUTLET DIA. OF PIPE d PIPE a � d ° ° a 97 ° ° • d ° a ° ° a a d STANDARD INLET SCALE: NTS PLUG 8„ TARRED FELT DISK MIN. GRADE d Z-1 CLASS "A" CONC. PAD —j O.D. JACKET PLUS 16" 8" MIN THICKNESS 45 CUT ELBOW MASONRY RINGS TO BE USED IF NECESSARY TO BRING FRAME TO GRADE PRE —CAST CONCRETE, 6" MIN. THICKNESS N 12�� MIN BLOCKING CLASS "A" CONCRETE TYPICAL CLEAN -OUT SCALE: NTS ANCHOR BOLTS AS RECOMMENDED BY MANUFACTURER'S DOUBLE LEVELING NUTS 1" CHAMFER CONCRETE FOOTING 0 3000# P.S.I. A I 00 w F_ U L a 4 3/4" PVC CONDUIT, :2 2 MINIMUM a ° 1 •a AS SPECIFIED BY LIGHT AND POLE MANUFACTURER BASE DI . 8—#6 VERTICAL REINFORCING BARS 3/8" 0 ROD FOR LIFTING PLUG 1�-DEPTH SOCKET I.D. SOCKET SAME SIZE AS SEWER MAIN 45' CUT ELBOW NOTES: 1 " X 8'-6" LONG GROUND ROD WITH 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE ELECTROLYTE COPPER OVER A RIGID STEEL WITH MANUFACTURER'S SPECIFICATIONS. CORE TO BE DRIVEN INTO GROUND. 2. DO NOT SCALE DRAWINGS. 1" X 8'-6" GROUND ROD 3. WIDTH AND DEPTH OF FOOTING DETERMINED BY 3/4" CONDUIT (2 MIN.) EACH BASE SIZE OF POLE. OR AS CALLED FOR. CAP ANY UNUSED O CONDUIT FOR FUTURE USE. O . O 8—#6 VERTICAL REINFORCING BARS ANCHOR BOLT (TYP. OF 4). PROVIDE AND INSTALL PER POLE PLAN VIEW MANUFACTURER'S REQUIREMENTS. STANDARD LIGHT BASE SCALE: NTS ** CONTRACTOR SHALL REVIEW ENTIRE PLAN SET AND NOTIFY ENGINEER OF DISCREPANCIES FOUND ON PLAN FOR FURTHER CLARIFICATION AND/OR REVISIONS, PRIOR TO CONSTRUCTION F� 5.0' BLUE BACKGROUND - MIX SAND INTO BLUE PAINT FOR TEXTURED SURFACE O WHITE HANDICAP SYMBOL DIMENSIONED PER ADA STANDARD ACCESSIBLE SYMBOL SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE AMERICANS WITH DISABILITIES ACT. ACCESSIBLE LOGO/PAVEMENT SCALE: NTS TOP OF CURB +6" BOTTOM OF CURB +6" 6' 6' 6' GROOVED FINISH CONCRETE PER ADA GROOVED FINISH TOP OF CURB +6" CONCRETE TOP OF CURB +6" BOTTOM OF CURB +6" PER ADA BOTTOM OF CURB 0" TOP OF RAMP BOTTOM OF RAMP I I TOP OFRAMP 6"011 6 TOP OF CURB 0" — TOP OF CURB +6" BOTTOM OF CURB 0" BOTTOM OF CURB 0" A.D.A. RAMP DETAIL NOT TO SCALE BACK —FILL — IN STREETS. ALLEYS. OR DRIVING AREAS: 6" LAYERS, SOLIDLY TAMPED TO SUB —GRADE OF PAVEMENT BASE. BACKFILL SHALL BE COMPACTED TO 100% STANDARD PROCTOR GRADE BACK —FILL — IN EASEMENT OR OPEN AREAS: 18" LAYERS SOLIDLY TAMPED. MAXIMUM I WIDTH "W" TOP OF CURB 0" OF CURB +6" BOTTOM OF CURB TTOP BOTTOM OF CURB 0" ALLOWABLE MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE PIPE DIAM. W 6„ 18" 8" 24" 10" 24" 12" 30" 15" 35" 18" 39" AN ALLOWABLE "W" OF 30" WILL BE PERMITTED WHERE DEPTH OF CUT EXCEEDS 12 FT. AND EXTRA STRENGTH PIPE IS SPECIFIED. 00 HAND BACKFILL 0 0 . 90"0' o• 0 0 'o 0 0 0, MECHANICALLY TAMPED IN 4" LAYERS USING SUITABLE �� �� ����� THE LOWER 90 ARC OF THE EXCAVATION MATERIAL. BARREL OF THE PIPE SHOULD BE IN FIRM CONTACT UNDISTURBED EARTH. WITH RIGID PIPE SHALL BE BEDDED FIRMLY FLEXIBLE PIPE SHALL BE ON UNDISTURBED GROUND. EXCAVATE BEDDED ON A MINIMUM OF FOR BELLS. NO WEIGHT SHALL BE 4" OF CLASS I, II, II TYPE SUPPORTED BY THE BELLS. MATERIAL. TRENCH DETAIL SECTION 2 - STREETS AND PATHS A Existing Private Walk 4 5-0" W 40'-0" Max. w A 5._p.. `A1 Tree lawn V-0" Typ. Max. i Service Walk — __ _ Where Permitted `A r ! CONCRETE SIDEWALK - RESIDENTIAL SlopeityFt. Toward Curb LEGEND: ' q : Expansion Joint - Full Depth _B Contraction Joint W Width 5'-0" T__------ SECTION A -A NOTES: 1. Class "A" concrete to be used in all walks and approaches. 2. "Curing Concrete"- As per INDOT Standard Specifications Section 501 (Paragraph 501.20). Use a curing compound immediately (White membrane only �� `r `Y�C�1SE'16 _ accepted cure). O '= 0. 3. Concrete forms shall be at least as high as the thickness of the item shown. _ rI ,0 LI'�ir3C9 Lumber of nominal dimension shall not be used if less than the design thickness. _ 4. Proper compaction per INDOT Standard Specification Section 604 (Paragraph = S A I = OF :` < 604.03(b)) is required for all walks and approaches. 5. Blankets shall be utilized on concrete when temperature is expected to fall below 6. No wire mesh or rebar allowed in any concrete (sidewalk, approaches, curbs) placed within the right of way.18 6/26Date LIP.E. REF STDSPEC SEC 2-2 Kara . , P B yle . APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS EFFECTIVE DATE: June 26, 2018 I CITY OF SOUTH BEND Item Revision Approved Date STANDARDS FOR DESIGN ' AND CONSTRUCTION �rr�re�rwlTTw� err. r.°.w� �i STANDARD SMALL EXCAVATIONS SHOULD BE MADE FOR THE BELLS. THESE SHOULD BE NO LARGER THAN NECESSARY TO CLEAR THE BELL. l I I 9-1/2" 8" CONCRETE CURB SCALE: NTS SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. 1643 COMMERCE DRIVE SOUTH BEND, IN. 46628 (574) 234-4003 ATTN: MICHAEL DANCH E6" 0 CONC.—FILLED GUARD POST 5-0" TALL 6" 0 CONC. SLAB, BROOM FINISH SLOPE 1 /8" PER FOOT CONC. BLOCK FULL HEIGHT C9x15 STEEL CHANNEL, EXTEND 12" BELOW SLAB, SECURE TO BLOCK W/ FOUR 2"x12" STRAPS, PAINTED BLACK 7'-0" TALL, 6" 0 CONC.-FILLED PIPE GUARD POST (TYP. OF 2), PAINTED BLACK 6'-6" TALL CHAIN —LINK TYPE GATE. GATES ARE TO BE ABLE TO BE PINNED BOTH OPEN AND CLOSED (2"0 SLEEVE), GATE FRAME — 1" GALV., GATE FABRIC — # GAUGE CHAIN —LINK DIAGONAL BRACE ROD WITH SCREW ADJUSTMENT, HINGES — 2 PER GATE, HEAVY DUTY U—BOLTS BOLTED TO POSTS, LINK FILLERS — VINYL STRIPS AS WIDE AS ALLOWED, COLOR: WHITE AND BLACK ALTERNATING, SINGLE OR PAIRS _,DED FILLER STRIPS DUMPSTER ENCLOSURE PLAN SCALE: NTS 12" 24" J ADA RAILING: 1.5" NOMINAL DIA. TUBULAR STEEL HANDRAILS. FINISH: POWDER COAT COLOR: BLACK CORE OR SURFACE MOUNT RAILING TO CONCRETE PER INDUSTRY/ MANUFACTURE SPECIFICATION 1 /2" R 2%, TYP. d � 4 a d a 000- 12" 24" 1 " TYP. < z d 4 d COMPACTED SUBGRADE 4,000 PSI CONCRETE CONCRETE RISER DETAIL SCALE: NTS 6" FACE IN PARKING LOT EXPOSED FACE W/ 6" 5' BROOMED SURFACE 2% SLOPE 2" R� 1 /4" R PROPOSED ASPHALT ° PARKING LOT. SEE ` ° a ° < ° ° ° DETAIL ON THIS SHEET ° d 4" M7A ° Co d d d O `**_� COMPACTED SUBGRADE CONCRETE CURB AND SIDEWALK SCALE: NTS 0 Copyright 2013 Danch, Harner SCALE: NTS FINAL SITE PLAN - ESC 1 SECTION 2 - STREETS AND PATHS 20' R/W Pavement in Accordance With Latest City Standards 9.41 9'-0.. l.s"/o Profile Grade & 1.5% 11-1 1-1I 1- ICI I� I= 1=1' Subgrade J SUBDIVISION 14' R/W Pavement in Accordance With Latest City Standards V-0" 6-0" 1.5% Profile Grade & CL 1�5%% 111=1 11-1I - r 1=1 11=1 I I� 11=1' I_I=1 11=1 11- Subgrade J URBAN I_I=1_I 1=1 11= NOTES: 1. Right of Way width in accordance with the approved plat. 2. Maximum gradient on alleys shall be 6%. 3. Minimum gradient shall be not less than five -tenths of one percent (0.50%). 4. Drainage structures shall be placed 10' from approach limits. 5. Underground utilities within alleyways shall be located a minimum of 18" below ground. REF STD SPEC SEC 2-2 APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS I EFFECTIVE DATE: June 26, 2018 Item Revision I Approved Date TYPICAL SECTION - ALLEYWAY P M BAY �\ ....... No. • PE10809510: • STATE OF tii- /ONAL ////11111 W\\\\ . 6/26/18 Kara . Boyle , Ph.D.; P.E. Date CITY OF SOUTH BEND STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD 2-10 SECTION 2 - STREETS AND PATHS Y4" Radius Fill With Joint Sealer d d Q o a o d Prefan ed 1/2" Expa'nlion d d 4 Joint Material Q T4 d d 4 TYPE A EXPANSION JOINT 1/" Radius Fill With Joint Sealer Q Preformed 1/2" Expansion d ^ d o '6Joint Material 4 4 o1 1;�� Q d d a 4 Epoxy Coated Dowel Bars at 1'-0" O.C., at 6" Min. from Edge of PCCP (See Table for Dowel Bar Diameter) TYPE A - ALTERNATE EXPANSION JOINT Fill With Joint Sealer Saw Cut Depth = D/3 Y4" Radius d 4 e Q <1 d d 4 Q d d 4 d Butt Joint Formed Epoxy Coated Tie -Bar by Bulk Head at 1'-0" c/c Reference INDOT TYPE C TRANSVERSE CONSTRUCTION JOINT TIE -BAR SIZES FOR TRANSVERSE JOINT CONSTRUCTION PAVEMENT THICKNESS, D TIE -BAR SIZE Min. Length of Embedment, le Less than 9" #5 V-0" 9" Through 12" #8 Greater than 12" #10 NOTES: 1. Joint sealant shall be hot applied asphalt in accordance with ASTM D6690, Type II 2. No keyway is to be used on any conc. pavement replacement. REF STD SPEC SEC 2-5 APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS EFFECTIVE DATE: June 26, 2018 I Item Revision Approved Date PAVEMENT DETAILS - CONCRETE JOINTS By� R sT Fo'% No. - • = PE10809510 = • STATE OF -,��'��(S,s,ND I AN ��<c', /ONAL III III III\\\\ Wk .M 14, 6/26/ 18 Kara . Boyle , Ph.D.; P.E. Date CITY OF SOUTH BEND STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD 2-12 SECTION 2 - STREETS AND PATHS MINIMUM PAVEMENT THICKNESS REQUIREMENT SUBGRADE SUBBASE PLAIN HMA STREET TYPE CATEGORY TREATMENT No. 53 CEMENT SURFACE HMA INT. HMA BASE CONC. Residential Minor Type II 6" 7" Residential Minor Type II 6" 1 Y2" 2 Y2" (275#/SYS) 4"(165#/SYS) (440#/SYS) Collector i Commercial Collector Type II 6" * 10" Collector I Commercial Collector Type II 5" 1 r/2 (165#/SYS) 2 Y2 (275#/SYS) 8 (880#/SYS) Industrial Major Type I 6" * 11.5" Industrial Major Type I 10" 1 Y2' (165#/SYS) 2 %' (275#/SYS) 8" (880#/SYS) Multi -Purpose Path Minor Type III 4" 5" Multi Purpose Path Minor Type II 4" 1 Y2" 2 Y2"(165#/SYS) (275#/SYS) Alleyway Minor Type III 6" 6" 1 72" 2 3J„(165#/SYS) (275#/SYS) Parking Lot Minor Type III 6" 4 5"** 1 r/2" 2 36„(165#/SYS) (275#/SYS) * If underdrains are recommended per the Geotechnical Report, the Subbase shall include 3" of #8 Coarse Aggregate above the Subbase No. 53 to serve as a drainage layer. \\\\\1111111l1///// ** Based on joint spacing. M. BQy'''ii,� \\�`�`\�P .`` Y;,`\`6�STE IFS '''• RFp., �F ; No. • = PE10809510 I• NOTES: _ STATE OF 1. See specifications for method of testing existing soil subbase % fin'. prevailing purposes. IA 2. Alternate pavement designs (AASHTO 93) and input parameters shall be ''%�,S ONAL submitted to the City Engineer for review. 3. Arterial pavements shall meet IAW Mechanistic Empirical Pavement Design Guide /1111I I II\\ requirements. 6/26Dt8 REF STD SPEC SEC 2-2 2-3 Kara�Booyle , PH.D.; P.E. APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS EFFECTIVE DATE: June 26, 2018 1 CITY OF SOUTH BEND Item Revision Approved Datel, STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD MINIMUM PAVEMENT SECTION 2-11 SECTION 2 - STREETS AND PATHS 9„ 9„ I Sawed Contraction Joint Seal i d _ M 4 d Qo d Q d 4 S d d 4 4 d 4 Epoxy Coated Dowel Bars at 1'-0" O.C., at 6" Min. from Edge of PCCP (See Table for Dowel Bar Diameter) TYPE D-1 CONTRACTION JOINT DOWEL BAR SIZES PAVEMENT THICKNESS, D DOWEL BAR DIAMETER Less than 9" 1" 9" Through 12" 1 Y4" Greater than 12" 1" Fill With Joint Sealer Saw Cut Depth = D/3 YV Radius Q N Q d d le le 4 d Butt Joint Formed Epoxy Coated Tie -Bar by Bulk Head Reference INDOT TYPE E LONGITUDINAL CONSTRUCTION JOINT LONGITUDINAL CONSTRUCTION JOINT PAVEMENT MIN. LENGTH OF THICKNESS, D TIE BAR SIZE SPACING EMBEDMENT, le LESS THAN 9" #5 T-0" c/c 1'-0" 9" TO 12" #6 3' 0" c/c 1' 3" GREATER THAN #6 2'-0" c/c 1' 6" 12" or #7 T-0" c/c NOTES: 1. Joint sealant shall be hot applied asphalt in accordance with ASTM D6690, Type II. REF STD SPEC SEC 2-5 APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS EFFECTIVE DATE: June 26, 2018 Item I Revision Approved Date PAVEMENT DETAILS - CONCRETE JOINTS �p. M BO ��: No. • = PE10809510 • STATE OF 0'� %��' S/ONAL 0//1111111\\\\\\ 6/ W CITY OF SOUTH BEND STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD 2-13 SECTION 2 - STREETS AND PATHS 9.1 9.. r Sawed Contraction Joint Seal m - � d 4 a d a Epoxy Coated Dowel Bars at 1'-0" O.C., at 6" Min. from Edge of PCCP (See Table for Dowel Bar Diameter) TYPE D-1 CONTRACTION JOINT DOWEL BAR SIZES PAVEMENT THICKNESS, D DOWEL BAR DIAMETER Less than 9" 1" 9" Through 12" 1 y4" Greater than 12" 1" Saw Cut Depth = D/3 4 c 4 a d - Fill With Joint Sealer Y4' Radius d lei le a 4 Q d d p d Butt Joint Formed Epoxy Coated Tie -Bar by Bulk Head Reference INDOT TYPE E LONGITUDINAL CONSTRUCTION JOINT 17 \\\\\IIIIIIIIII//// M BO STERN;, FP N0. •=PE10809510 • STATE OF NOTES' 1. Joint sealant shall be hot applied asphalt in accordance with ASTM D6690, Type II. lllllll I Inl\\\ REF STD SPEC SEC 2-5 Kara Boyle , Ph.P.E. 6/26D to APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS EFFECTIVE DATE: June 26, 2018 ' + CITY OF SOUTH BEND Item Revision Approved Date STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD PAVEMENT DETAILS - CONCRETE JOINTS 2-13 LONGITUDINAL CONSTRUCTION JOINT PAVEMENT MIN. LENGTH OF THICKNESS, D TIE -BAR SIZE SPACING EMBEDMENT, le LESS THAN 9" #5 T-0" c/c 1'-0" 9" TO 12" #6 T-0" c/c 1'-3" GREATER THAN #6 2'-0" c/c 12" or #7 T-0" c/c SECTION 2 - STREETS AND PATHS quare Manhole Boxout Square Boxout With Fillets Diagonal Manhole Boxout Aanhole (No Boxouts) Isolation Joint gquare Inlet (No Boxouts) NEEMMMMM Isolation Joint rcular Manhole Boxot Telescoping Manhole ion Joint No Boxout or Isolation Joint Neccessary DETAILS FOR BOXING OUT FIXTURES FOR USE WITH CONCRETE PAVEMENT M. Bo No. • = PE10809510 • NOTES: = o; _�- ;�; STATE OF , 1. Isolation joints shall be at filled with preformed 1/2" expansion joint material. '%,,S'ONAL 2. Boxouts should be large enough to provide at least 1 Ft. clearance between the fixture and surrounding isolation joint. 6/26D cjk Sia' REF STD SPEC SEC 2-5 Kara . Boyle , PhP.E. . ., to APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS EFFECTIVE DATE: June 26, 2018 CITY OF SOUTH BEND Item Revision Approved Date STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD PAVEMENT DETAILS - STRUCTURE ISOLATION JOINTS 2-16 0 Copyright 2013 Donch, Horner BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date 10/26/20 Department Name Kyle Silveus Engineering BPW Date 10/27/20 Phone Extension 9083 Review and Approval Required Prior to Submittal to Board Diversity Compliance and Inclusion Officer ❑ Officer Name BPW Attorney ❑ Attorney Name Dept. Attorney ® Attorney Name Sandra Kenned Purchasing ❑ Check the Appropriate Item Type — Required. for All Submissions ❑ Professional Services Agreement ❑ Contract ❑ Proposal ❑ Open Market Contract ❑ Amendment/Addendum ❑ Special Purchase, QPA ❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ❑ Quote Opening ❑ Quote Award ❑ Reject Bids/Quotes ❑ Proposal Opening ❑ C/O & PCA No. ❑ PCA ❑ Chg. Order, No. ❑ Traffic Control ❑ Resolution ® Other: Dedicated ❑ Ease./Encroach Improvements and Draiange Information ❑ Title Sheet Company or Vendor Name Five Corners, LLC ❑ Yes❑ If Yes, Approved by Purchasing New Vendor ❑ No ❑ MBE/WBE Contractor Completed E-Verify Form Attached ❑ WBE ❑ Nos Project Name Five Corners, LLC Development Project Number DP19-036 Funding Source N/A Account No. N/A Amount TBD Terms of Contract Purpose/Description Dedicated Improvements Agreement for Ally Improvements with a related Drainage Agreement For Change Orders Only Amount of ❑ Increase $ ❑ Decrease ($ ) Previous Amount Current Percent of Change: New Amount Increase % Decrease ( % Increase % Total Percent of Change: Decrease