ML22069A332
| ML22069A332 | |
| Person / Time | |
|---|---|
| Site: | Zion File:ZionSolutions icon.png |
| Issue date: | 09/30/2020 |
| From: | ZionSolutions |
| To: | Office of Nuclear Material Safety and Safeguards |
| Shared Package | |
| ML22069A328 | List: |
| References | |
| ZS-2022-005 | |
| Download: ML22069A332 (48) | |
Text
September 2020 FSG - Surveillance Team Work Log Page 1 of 5 08-31-20 0540 Tailboard performed to include expectations for Final Site Grading (FSG)
Began moving equipment in to ZSRP support FSG 09-01-20 Soil repositioning in progress o Majority of soil removal taking place in survey areas 10202 and 10203 09-02-20 Survey areas 10202 and 10203 swale development proceeding 09-03-20 Survey areas 10202 and 10203 swale development proceeding 09-04-20 Started swale scanning (due diligence) in conjunction with I&C support for FSG Surveyed in seeding support equipment - not the prime mover Completed swale scanning for due diligence 09-08-20 East swale still being dressed in the am - east swale runs north -south in SU 10203A,B,C and F o Soil grading from high areas of SU 10203B and D into low areas of SU 10203C West swale still working in the am - west swale runs north -south beginning in SU 10204A,B then down into SU 10206 A, B, C so far Soil from high areas of SU 10206 D, E and SU 10204 C, D being moved into low areas of SU 12202D, 12111 (Area 4) - [edit - cancelled due to inclement weather at 12:30PM]
Construction contractor called the day at 1230 central time due to inclement weather 09-09-20 Soil from high areas of SU 12202 A, B being moved into low areas of SU 12204C/12113 (Area
- 2) o Other areas on-site are too saturated with water to work with heavy equipment this AM Soil from high areas of SU 10206B, C, D, and E plus SU 10204 B&C moved into low areas of SU 10203C, D&E Swale continued in SU12202A,B,C and 12108 plus 12109, soil moved to 12204B,C (Area 2)
Soil from high areas of SU 10209C (north) moved into low areas of SU 10209C (south)
~50% of the site east and north of the railines is under 3 to 6 inches of water, primarily in the northeast of the site and within 200 feet of the southwest rail lines (SU 10207 and 10208)
September 2020 FSG - Surveillance Team Work Log Page 2 of 5 09-10-20 Due diligence surveys in progress (weather dependent)
Continuing with swale construction south from 10212B to 10209A Continuing with leveling high areas into low areas on the 10209/10221 border survey units Developing the buildup in 12202D, 12110, 12111, 12205D&E and 12113 (Areas 4 and 2) 09-11-20 0540 Tailboard performed to include discussion due diligence surveys in accessible areas (12101,12102,12103)
Due diligence surveys in progress (weather dependent)
Due to soil saturation Richards will be pulling dry (drier) soil from whichever discrete high borrow areas they can and using that to build up 12202D, 12110, 12111, 12205D&E and 12113 o End of shift edit Discrete high areas include 10204B&C, 10206 C&D, 10207 C, D&E, 10208 C&D Additional low areas built up are 12204 B&C 09-14-20
- Continuing with Area 4 buildup (SU 12111, 12205E, 12202 D, E and F) o high area soil for Area 4 coming from SU 10204 B & C and 10206 C, D & E Seeding taking place in SU 10203F eastwards into 12201D 09-15-20 Due diligence surveys in accessible areas o (12204 A, B & C)
Grading being performed in 10203B, C, D, and F o high area soil for 10203 coming from SU 10204 B & C Seeding being performed in 12201 proceeding eastwards into 12101, 12102, 12103 Continued with Area 4 buildup (SU 12111, 12205E, 12202 D, E and F) o high area soil for Area 4 coming from SU 10206 B, C & D and 10207 C, D & E and 10208 B, C & D plus 10209A
September 2020 FSG - Surveillance Team Work Log Page 3 of 5 09-16-20 Installation of culvert in SU 10208C Continued grading in survey units 10204 A through D 09-17-20 Due diligence survey (SU 10203 B thru E)
Culvert installation continues - completed Seeding continues along east side of industrial area footprint (SU 12104, 12105, 12106, 12205a, 12205B, eastern halves of 12204A, 12101, 12102 and 12103)
Buildup in Area 4 continued with high area soil taken from SU 10206, 10207 and 10208 and moved to low area in 12111.
Due diligence surveys performed in SU 10203 B through E with no elevated areas noted 09-18-20 Seeding continues from north to south through power block and east towards the fenceline (SU 12105, 12106, 12205 C & D, 12204 A, B & C) - PM edit: 12204 B&C planned but not accomplished Buildup in Area 4 continues with high area soil taken from SU 10209 A, B, C & D, survey areas 10207 and 10208 and moved to low area in 12110, 12111, 12202D, 12205E and 12113 Swale construction begun in SU 10209 A, B, C and D 09-21-20 Seeding continues along east side of site today Buildup in Area 4 continues with high area soil taken from SU 10209 A, B, C & D, survey areas 10207 and 10208 and moved to low area in 12110, 12111, 12202D, 12205E and 12113 Continuing with swale adjustments in SU 10209 A, B, C and D 09-22-20 0540 tailboard performed to include focus on I&C / Free Release Surveys of uncovered debris /
due diligence for this day o Swale construction and final site grading during FSG has dislocated debris (rebar, chunks of concrete, etc.) which probably frost heaved towards the surface last winter, the RPM is providing instruction on the free release methods to be employed for this debris, this debris pile also includes miscellaneous garbage dismantled during FSG (sign posts, silt fencing, etc.)
Swale construction in 10221 A, B, C & D under way, swale runs east-west Swale construction continues in survey areas 10208 and 10207 dressing the grade and pitch continues for the buildup in Area 4 Seeding continues along east side of the site today from north to south then westwards from the east fence line in the power block areas (see FSG OVHD for today, 09/22)
Buildup in Area 4 completed today, Areas 2 and 3 completed yesterday and are shown as complete on FSG OVHD for today, 09/22
September 2020 FSG - Surveillance Team Work Log Page 4 of 5 Swale construction continues in SU 10208 and 10207 A thru D, 10209 A, B, C and D, and SU 10221 A, B, C & D Free release of debris piles is in progress Due diligence completed in SU 10204 A, B, C & D with no elevated areas noted 09-23-20 Dressing the grade and swale adjustments continuing in SU 10208 and 10207 A, B, C & D, SU 10209 A, B & C, and 10221 A thru D Due diligence continuing in survey areas 10206 Swale construction and FSG is complete Due diligence completed in survey area 10206 with no elevated areas noted
September 2020 FSG - Surveillance Team Work Log Page 5 of 5 09-24-20 Seeding continues Due diligence continues west of power block area Free release of concrete tut blocks and roll-offs GPS drone flight in support of FSG completed Seeding continued across power block and east side of site from north to south Due diligence completed in SU 10207 A thru D 09-25-20 Seeding continues Earth moving equipment being free released out the North Gate Concrete tut blocks being free released out the West Gate 09-28-20
- Seeding continued across railroad tracks power block and east side of site from north to south
- Inclement weather precluded due diligence surveys off and on during the day (~1/2 day) o Due diligence surveys performed in SU 10208 A thru D 09-29-20
- Seeding continued along railroad tracks and south of power block
- Due diligence surveys performed in SU 10221 A thru D 09-30-20
- Seeding continues(d) along railroad tracks and south of power block
- Performed free release of dislodged debris and tripping hazards policed out of open land areas 10-01-20
- Seeding continues(d) north of power block
- Assisted with dislodged debris and tripping hazards policed out of open land areas 10-02-20
- Seeding completed north of power block
- Swale erosion control mats placement completed inside the RRA fenceline
- Completed water washdowns and free release of seeding equipment outside the RRA fenceline
- Assisted with dislodged debris and tripping hazards policed out of open land areas
- Performed due diligence survey of the water washdown area
- Seeding is DONE - 100%
Elevations "As Left" after FSG are provided on Pages 22 and 23
NO GRADING with Final Site Grading Overlay 07-27-2020
LOCATION INDEX CLIENT :
LOCATION / VICINITY MAP WITH THE FOLLOWING:
COUNTY CITY-TOWNSHIP 48 HOURS BEFORE YOU DIG.
EXCLUDING SAT., SUN., & HOLIDAYS IDOT STANDARDS BENCHMARK DATE ENGINEER AND MEANS/METHODS OF CONSTRUCTION AS WELL AS SUPERVISION/DIRECTION RESPONSIBLE FOR JOB SITE SAFETY THE CONTRACTOR SHALL BE SOLELY SEE ALIGNMENT, TIES, AND BENCHMARKS SHEET CALL JULIE 811 FILE NAME:
N:\\ZION\\110016.00020\\Civil\\CVR_110016.sht 12/13/2019 jlapaglia OF ENGINEER PROFESSIONAL REGISTERED 062-053708 I
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L LAKE EXPIRATION DATE: 11/30/2021 LEE M. FELL ILLINOIS REGISTRATION No. 062-053708 PROJECT LOCATION ZION - BENTON N.T.S.
13-15 12 9-11 6-8 5
4 3
2 1
SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD ZION NUCLEAR FACILITY SITE RESTORATION EROSION CONTROL AND LANDSCAPING PLAN NOTES AND DETAILS SOIL EROSION/SEDIMENT CONTROL -
GRADING PLAN EXISTING CONDITIONS AND REMOVAL PLAN ALIGNMENT, TIES AND BENCHMARKS TYPICAL SECTION EARTHWORK SCHEDULE GENERAL NOTES AND
SUMMARY
OF QUANTITIES COVER SHEET FLARED END SECTION 542301-03 PRECAST REINFORCED CONCRETE AND PATTERNS 000001-06 STANDARD SYMBOLS, ABBREVIATIONS, 280001-07 TEMPORARY EROSION CONTROL SYSTEMS EXPIRATION DATE: 04/30/21 PROFESSIONAL DESIGN FIRM NO. 184-001175 12 / 13 / 2019 FOR CONSTRUCTION
SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
2 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\NOT_110016.sht CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
25' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO GENERAL NOTES
- 11. MISCELLANEOUS EXISTING ITEMS NOT SHOWN FOR REMOVAL. THIS WORK WILL BE DONE BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE.
- 12. THE CONTRACT DOCUMENTS ARE NOT INTENDED TO SHOW EVERY AND ALL DETAILS OF WORK TO BE PERFORMED OR EQUIPMENT TO BE SUPPLIED. THE INTENT OF THE CONTRACT DOCUMENTS IS TO ILLUSTRATE THE DESIGN AND LAYOUT. THE CONTRACTOR SHALL BE KNOWLEDGEABLE AND REGULARLY ENGAGED IN THE TYPE OF WORK DESCRIBED BY THESE CONTRACT DOCUMENTS, AND SHALL BE RESPONSIBLE FOR UNDERSTANDING THEIR INTENT. ANY WORK TO BE PERFORMED OR ITEM OF EQUIPMENT TO BE SUPPLIED WHICH IS NOT SPECIFICALLY CALLED FOR BY THESE CONTRACT DOCUMENTS BUT WHICH IS NECESSARY TO PROVIDE A COMPLETE AND SUCCESSFUL WORKING SYSTEM SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK AT NO ADDITIONAL COST TO THE OWNER.
- 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SAFETY AS WELL AS SUPERVISION/DIRECTION AND MEANS/METHODS OF CONSTRUCTION.
DISPOSE OF UNCONTAMINATED SOIL OR UNCONTAMINATED SOIL MIXED WITH CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD) AT A CCDD FILL OPERATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL NECESSARY FIELD AND LABORATORY ANALYSIS AND TO OBTAIN THE LICENSED PROFESSIONAL ENGINEER'S CERTIFICATION REQUIRED AS PER PUBLIC ACT 96-1416 TO USE THE SITE. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE STORM SEWER INSTALLATION, AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.
GENERAL
- 15. ALL UTILITIES, SCHOOL DISTRICTS, LOCAL POLICE, AND FIRE DEPARTMENTS SHALL BE NOTIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
STORM SEWERS, STRUCTURES, UTILITIES:
- 16. WHEN REPLACING A SECTION OF AN EXISTING SEWER, THE FLOW IN THE SEWER MUST BE MAINTAINED, THIS WORK SHALL BE INCLUDED IN THE COST OF THE INSTALLED SEWER.
- 17. MANHOLES AND CATCH BASINS SHALL BE CONSTRUCTED WITH FLAT TOPS WHERE THE DIFFERENCE BETWEEN THE RIM ELEVATION AND THE INVERT ELEVATION IS LESS THAN SIX (6) FEET.
SUMMARY
OF QUANTITIES AND STATE AND LOCAL TIPPING FEES.
TO ALL REQUIRED TESTING, LAB ANALYSIS, CERTIFICATION BY A LICENSED PROFESSINAL ENGINEER, OR EXCAVATION ITEMS IN THE CONTRACT. THESE COSTS SHALL INCLUDE BUT ARE NOT LIMITED REQUIREMENTS SHALL BE INCLUDED IN THE UNIT PRICE COST FOR THE ASSOCIATED REMOVAL THE REQUIREMENTS OF PUBLIC ACT 96-1416. ALL COSTS ASSOCIATED WITH MEETING THESE OPERATION OR CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD) FILL SITE SHALL MEET ALL REMOVAL OR EXCAVATION ITEMS BEING DISPOSED OF AT AN UNCONTAMINATED SOIL FILL A. CONTRACTOR WILL REPAIR, TO THE SATISFACTION OF THE ENGINEER, ALL DAMAGE TO NOT
SUMMARY
OF QUANTITIES GENERAL NOTES AND ZION SOLUTIONS DESIGN ASSUMPTIONS OFFENDER TO ARREST AND PROSECUTION.
WORKS DEPARTMENT WATER DIVISION AT 847-746-4060. UNAUTHORIZED USE SHALL SUBJECT THE PRIOR AUTHORIZATION FROM THE CITY WATER DEPARTMENT. CONTACT THE CITY OF ZION PUBLIC B. THE CONTRACTOR SHALL NOT OPEN OR SHUT ANY WATER VALVES OR FIRE HYDRANTS WITHOUT BUT SHALL BE INCLUDED IN THE COST OF STRUCTURE EXCAVATION.
WITH SEWERS ARE BUILT AND IN SERVICE. THIS WORK WILL NOT BE PAID FOR SEPARATELY, FROM THESE TEMPORARY CONNECTIONS UNTIL SUCH TIME AS THE PERMANENT CONNECTIONS TEMPORARY OUTLET AND BE PREPARED AT ALL TIMES TO DISPOSE OF THE WATER RECEIVED SHALL PROVIDE AND MAINTAIN AN EFFICIENT PUMPING PLANT, IF NECESSARY, AND A WHICH WILL BE RECEIVED BY THESE DRAINS AND SEWERS AND DISCHARGE THE SAME. HE/SHE SEWERS OR CATCH BASINS. HE/SHE SHALL PROVIDE FACILITIES TO TAKE IN ALL STORM WATER AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR ALL PRIVATE OR PUBLIC DRAINS, A. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, THE CONTRACTOR SHALL PROVIDE
LOCATIONS OF UTILITIES AND EXERCISE CARE DURING HIS CONSTRUCTION OPERATIONS SO D. PUBLIC AND PRIVATE UTILITIES: THE CONTRACTOR WILL BE REQUIRED TO ASCERTAIN THE TELEVISION FACILITIES (48 HOURS NOTIFICATION IS REQUIRED.)
800-892-0123 FOR FIELD LOCATIONS OF BURIED ELECTRIC, TELEPHONE, GAS AND CABLE C. BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL "JULIE" AT 811 OR SATISFACTION OF THE ENGINEER. THIS WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SURFACE UTILITIES EVEN THOUGH THEY MAY NOT BE SHOWN ON THE PLANS. ALL UTILITIES B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND OR COOPERATE WITH ALL UTILITY OWNERS AS PROVIDED FOR IN THE SPECIAL PROVISIONS.
ADJUSTMENTS THAT ARE REQUIRED DURING CONSTRUCTION. THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH UTILIY COMPANIES FOR ALL UTILITY ADJUSTED OR MOVED, IF NECESSARY, PRIOR TO THE START OF CONSTRUCTION OPERATIONS.
FACILITIES SO THAT THE UTILITIES AND THEIR APPURTENANCES MAY BE LOCATED AND A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL EXISTING
- 9. UTILITIES ACCORDANCE WITH SECTION 107 OF THE IDOT STANDARD SPECIFICATIONS.
OF PERSONS OR PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS IN RULES, REGULATIONS AND LAWFUL ORDERS OF ALL PUBLIC AUTHORITIES BEARING ON SAFETY
- 8. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES,
- 7. RESERVED TO BE LATEST STANDARDS OF THE DEPARTMENT.
- 6. ALL REFERENCES TO STANDARDS IN THE PLANS OR SPECIAL PROVISIONS SHALL BE INTERPRETED RESPONSIBILITY. NO SEPERATE PAYMENT WILL BE MADE FOR THIS WORK.
B. DEWATERING REQUIRED TO KEEP EXCAVATIONS DRY SHALL BE THE CONTRACTOR'S TRAFFIC CONTROL AND PROTECTION.
THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF STRUCTURES SHALL BE FREE FROM ALL DIRT AND DEBRIS CAUSED BY THE CONSTRUCTION.
WORKING DAY. AT THE CONCLUSION OF THE CONSTRUCTION OPERATIONS, ALL DRAINAGE WATER IS OBSTRUCTED, THE MATERIAL SHALL BE REMOVED AT THE CLOSE OF EACH FLOW LINE OF DITCHES, GUTTERS, OR DRAINAGE STRUCTURES SO THE NATURAL FLOW OF A. DURING THE CONSTRUCTION OPERATIONS WHEN LOOSE MATERIAL IS DEPOSITED IN THE
- 5. DRAINAGE CONSIDERED INCLUDED IN THE COST OF EARTH EXCAVATION.
SELECTED BY THE CONTRACTOR WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE D. EARTH MOVED MORE THAN ONCE DUE TO CONSTRUCTION STAGING AND/OR PROCEDURES IN ACCORDANCE WITH SECTION 205 OF THE "STANDARD SPECIFICATIONS".
- 2. PLACING AND COMPACTING SUITABLE EXCAVATED MATERIAL FOR FILL AREAS
- 1. EXCAVATION TO SUBGRADE ELEVATION.
CONSIST OF:
AS NOTED IN THE PLANS AND SPECIAL PROVISIONS, EARTH EXCAVATION SHALL STANDARD SPECIFICATIONS, IN ADDITION TO ITEMS SPECIFIED IN SECTION 202 AND C. EARTH EXCAVATION SHALL CONFORM TO THE REQUIREMENTS OF SECTION 202 OF THE SHALL BE USED AS EMBANKMENT PER SECTION 205 OF THE STANDARD SPECIFICATIONS.
B. ALL EXCESS MATERIAL WHICH MEET SECTION 205 OF THE STANDARD SPECIFICATIONS FOR EARTH EXCAVATION.
APPROVED BY THE ENGINEER. ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICE EMBANKMENTS/SLOPES PER ARTICLE 205 OF THE STANDARD SPECIFICATIONS, AND AS A. ALL EMBANKMENT WIDENING SHALL BE SUFFICIENTLY BENCHED INTO EXISTING
- 4. EARTH EXCAVATION PERMANENT LOCATIONS.
D. SIGNS WILL BE INSTALLED PER IDOT HIGHWAY STANDARD 720006 AT TEMPORARY AND AND PROTECTION.
BY THE ENGINEER. THE WORK WILL BE INCLUDED IN THE COST OF TRAFFIC CONTROL ALL UNUSED SIGNS WILL BE RETURNED TO THE OWNER OR DISPOSED OF AS DIRECTED C. THE CONTRACTOR WILL REMOVE ALL UNUSED SIGNS NOT CALLED OUT TO BE RELOCATED.
WHICH INTERFERE WITH HIS CONSTRUCTION OPERATIONS.
B. THE CONTRACTOR WILL BE REQUIRED TO RELOCATE, MAINTAIN AND RE-ERECT SIGNS A. SIGNS SHALL NOT BE MOVED UNTIL PROGRESS OF WORK NECESSITATES IT.
- 3. ALL WORK INVOLVING SIGNS SHALL BE GOVERNED BY THE FOLLOWING REQUIREMENTS:
OR AGENT HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION.
PRESERVE ALL PROPERTY MARKS AND MONUMENTS UNTIL THE OWNER, AUTHORIZED SURVEYOR BE NOTIFIED BEFORE THE MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL CAREFULLY
- 2. WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE ENGINEER SHALL (SECTION 504), AND THE PUBLIC RIGHT-OF-WAY ACESSIBILITY GUIDELINES.
ACT OF 1990 ACCESSIBILITY GUIDELINES, THE "DRAFT" REHABILITATION ACT OF 1973 PROVISIONS" INCLUDED IN THE CONTRACT DOCUMENTS, THE AMERICANS WITH DISABILITIES PLANS, LATEST EDITION OF THE MANUAL OF TEST PROCEDURE OF MATERIALS, THE "SPECIAL MAIN CONSTRUCTION IN ILLINOIS" JULY 2009 SIXTH EDITION, THE "DETAILS" IN THE STREETS AND HIGHWAYS" (IMUTCD), "THE STANDARD SPECIFICATIONS FOR WATER AND SEWER LATEST EDITION OF THE "ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", ADOPTED JANUARY 1, 2018: THE FOR ROAD AND BRIDGE CONSTRUCTION", ADOPTED APRIL 1, 2016: THE "SUPPLEMENTAL
- 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS PRIOR TO EXCAVATION ACTIVITIES.
LAKE COUNTY STORMWATER MANAGEMENT COMMISSION AND POSSIBLY THE U.S. ARMY CORPS OF ENGINEERS. THESE PERMITS MUST BE OBTAINED
- 8. ADDITIONAL PERMITTING WOULD LIKELY BE REQUIRED THROUGH BEEN INCLUDED IN THE PLANS OR COST ESTIMATE.
- 7. ALL SUBSURFACE UTILITIES WITHIN THE WORK AREA WILL BE REMOVED PRIOR TO RESTORATION ACTIVITIES BEGINNING. THIS HAS NOT FOR RE-USE ON-SITE.
FOR THE BORROW AREA WAS NOT AVAILABLE, BUT BASED ON ADJACENT SOIL BORINGS, IW WAS ASSUMED THAT THIS SOIL WAS SUITABLE
- 6. EXCAVATION OF AN ON-SITE AREA FOR SAND TO BE USED AS FILL ON-SITE. SOIL BORING INFORMATION UPON COMPLETION OF THE RESTORATION ACTIVITIES.
- 5. THE VCC PAD, ISFSI, RECENTLY CONSTRUCTED RAIL LINE, AND PARKING LOTS ADJACENT TO SHILOH BOULEVARD WILL REMAIN IN PLACE FROM SITE SURVEY, AERIAL TOPOGRAPHY, AND PLANS BY ENERCON, DATED AUGUST 8, 2014.
- 4. THE HEAVY HAUL ROAD WILL REMAIN UPON COMPLETION OF SITE RESTORATION. THE ALIGNMENT FOR THE HEAVY HAUL ROAD WAS TAKEN NOT PART OF THE RESTORATION SCOPE AND HAS NOT BEEN INCLUDED ON THE PLANS OR COST ESTIMATE.
BY ARCADIS. THESE AREAS WILL BE RESTORED TO EXISTING GRADE WITH SAND, SOIL AMENDMENT, AND SEEDING. PAVEMENT REMOVAL IS TO APPROXIMATELY 1 FOOT BELOW EXISTING GRADE DOWN TO THE NATIVE SUBSURFACE SOILS PER THE GEOTECHNICAL BORINGS PROVIDED
- 3. ALL PAVEMENT, ROADS, OTHER SURFACES THROUGHOUT THE SITE, AND THE BUILDINGS OUTSIDE OF THE POWER BLOCK WILL BE REMOVED FOOTPRINT AREAS WILL BE BROUGHT BACK UP TO EXISTING GRADE (APPROXIMATELY 591 FT) AS PART OF THE BASE BID RESTORATION.
OCCURING. THE EXISTING CONDITIONS TOPOGRAPHY HAS BEEN UPDATED TO REFLECT THIS AS THE STARTING CONDITION. THE BUILDING THE FOUNDATION AREAS WILL THEN BE BROUGHT UP TO WITHIN 1 FOOT OF EXISTING GRADE PRIOR TO THE RESTORATION ACTIVITIES
- 2. THE BUILDINGS IN THE POWER BLOCK WILL BE DEMOLISHED AND THE FOUNDATIONS REMOVED DOWN 3 FEET BELOW EXISTING GRADE.
WERE TAKEN FROM CBBEL SURVEY IN NOVEMBER 2016. DISCREPANCIES MAY EXIST BETWEEN SITE CONDITIONS AND TOPOGRAPHY.
- 1. AERIAL TOPOGRAPHY TAKE FROM LAKE COUNTY LIDAR DATA CIRCA 2007 FOR MAJORITY OF THE SITE. SPOT ELEVATIONS HYDRAULIC MULCH WITH NATIVE SEEDING FLEXTERRA HIGH PERFORMANCE FLEXIBLE GROWTH MEDIUM APPLIED AT A RATE OF 3,500 POUNDS PER ACRE (50 LBS FLEXTERRA PER 125 GALLONS OF WATER).
THE PERMANENT NATIVE SEEDING SHALL BE INSTALLED BY A HYDRAULIC SEEDER. THE SEED SHALL BE MIXED AND SPREAD WITH PROFILE PRODUCTS,
SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
3 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\SCH_110016.sht CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
20' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO Flow Flow Spacers fence Silt filter open grate Manhole with INLET AND PIPE PROTECTION 105+00 110+00 115+00 120+00 125+00 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 591 591 591 591 590 590 589 589 588 588 588 591 591 591 591 589 589.5 589.5 589.5 589.5 589.5 589.5 589.5 x590 x590 x590 586 586 585 585 587 587 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 x591 x591 x591 x591 x591 x591 x591 x591 x591 AREA 4 AREA 1 AREA 2 AREA 3 GRADING NO GRADING NO GRADING NO 583.14 582.69 584.94 585.49 582.94 581.55 581.47 587.69 587.34 587.32 587.35 587.32 587.41 586.06 585.56 585.40 583.96 584.04 583.64 582.93 583.28 583.11 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 577 578 578 578 578 578 578 578 578 578 578 578 578 578 578 578 579 579 579 579 579 579 579 579 579 579 579 579 580 580 580 580 580 580 580 580 580 580 580 581 581 581 581 581 581 581 581 581 581 581 581 581 582 582 582 582 582 582 582 582 582 582 582 582 582 582 582 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 583 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 591 586 586 585 585 588 589 590 585 585 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 592 592 593 593 593 594 594 25' (TYP.)
LIMIT OF WORK VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.55 FT EXISTING TOP OF VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.77 FT EXISTING TOP OF VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.77 FT EXISTING TOP OF VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.55 FT EXISTING TOP OF INV. 586.5 PR 18" FES 50' WETLAND BUFFER 50' WETLAND BUFFER WETLANDS WETLANDS WETLANDS WETLANDS WETLAND BUFFER 50' WETLAND BUFFER AND PLAN BY ENERCON DATED 8/8/14 ALIGNMENT TAKEN FROM CBBEL SURVEY HEAVY HAUL PATH TO REMAIN.
BE JACKED-IN-PLACE PR 18" DUCTILE TO CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN INV. 586.55 PR 18" FES CLEAN/REPAIR/REPLACE AS NECESSARY CONTRACTOR TO TELEVISE STORM SEWER AND INV=582.69 15" CMP CULVERT FULL OF WATER & DEBRIS INV W 12" DIP=581.19 INV E 15" CMP=581.16 INV N 8" DIP=581.19 RIM=585.49 CB 5017 INV W 15" CMP=579.87 INV E 12" DIP=579.79 RIM=584.94 CB 5016 INV=583.14 10" CMP CULVERT INV=582.94 10" DIP CULVERT INV=581.55 24" CPP CULVERT INV=581.47 24" CPP CULVERT INV=587.69 4" DIP CULVERT INV=587.34 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.35 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.41 4" DIP CULVERT INV=586.06 12" RCP CULVERT INV=585.56 8" VCP CULVERT INV=585.40 8" VCP CULVERT INV=583.96 24" CMP CULVERT INV=584.04 24" CMP CULVERT INV=583.64 30" CMP CULVERT INV=582.93 12" CMP CULVERT INV=583.28 30" CMP CULVERT INV=583.11 12" CMP CULVERT WEST BERM EARTHWORK SCHEDULE ZION SOLUTIONS SCH EAST BERM NORTH BERM
SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
4 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\TYP_110016.sht CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
25' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO TYP TYPICAL SECTION ZION SOLUTIONS EXISTING GROUND PROPOSED GRADE NTS TYPICAL SECTION HAUL ROAD EXISTING HEAVY EXISTING BUILDING FOOTPRINT (TYP)
LAKE MICHIGAN DITCH DIMENSIONS)
(SEE GRADING PLAN FOR DITCH AREA (TYP.)
EXISTING PAVEMENT SEED MIX WET SAND SEED MIX AND FORB DRY SAND
101 110 120 130 1126903.14 2104250.67 1127553.80 2107076.74 SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
5 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\ATB_110016.SHT CHKD.
LMF DSGN.
PMM CHKD.
SCALE:
DWN.
150' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO NO.
DESCRIPTION ELEV.
ELEVATION BENCHMARKS DATUM:
592.06 TRACKS RAILROAD OF EAST AND BLVD.
SHILOH OF NORTH
- TOWER, COMED SOUTWESTERLY MOST OF BASE CONC.
OF SIDE W
ON DISK NAVD '88 NG 0226 591.13 OSBM 11-50 SHILOH BLVD. @ PARKING FOR BIKE PATH OF NORTHSIDE ON POST GATE EASTERLY ATB01 BG NO.
DESCRIPTION CONTROL POINTS CP08 WALKING PATH ANTENNA TO DRIVE OF E.
BLVD SHILON SIDE N.
GUARDRAIL OF S.
MARKER SURVEY CP09 CROSSING SHILOH BLVD LINE TRANSMISSION HIGH OF E.
BOX TEL NEXT BLVD SHILOH SIDE S.
ON W/CAP IP CP10 8TH POLE E. OF DEBORAH AVE OF W.
BLVD SHILOH SIDE S.
ON W/CAP IP 2106923.35 1126753.19 2106876.16 1125792.31 2106876.11 1124716.07 NORTHING EASTING AND BENCHMARKS ALIGNMENT, TIES ZION SOLUTIONS WAS USED TO GENERATE THE EXISTING CONDITIONS SURFACE.
NOTE: LAKE COUNTY AERIAL TOPOGRAPHIC MAPPING (DATUM = NAVD '88) 50' WETLAND BUFFER WETLANDS 50' WETLAND BUFFER WETLANDS WETLANDS WETLAND BUFFER CP8 CP9 CP10 CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN
SEE SHEET PLN2 AND REMOVAL PLAN EXISTING CONDITION ZION SOLUTIONS PLN01 BFE = 584.75 FT (NAVD '88)
OHWM = 581.5 FT (NAVD '88)
LAKE MICHIGAN 105+00 110+00 GRAVEL GRAVEL GRAVEL GATE POST GRAVEL GRAVEL CONC.
GRAVEL BIT.
GRAVEL GRAVEL GRAVEL WALL CONC.
JERSEY BARRIER BIT.
GRAVEL POST(2)
GATE GRAVEL CONC.
CONC.
CONC.
STONE STONE WALL RIPRAP 577 577 577 577 577 577 577 577 578 578 578 578 579 579 579 579 579 580 580 580 580 581 581 581 581 582 582 582 582 582 582 583 583 583 583 583 583 583 583 583 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 590 590 591 586 585 585 588 589 590 585 586 586 587 587 587 587 587 587 587 587 588 588 588 588 588 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 591 591 591 592 592 593 593 593 594 594 INV=587.69 4" DIP CULVERT INV=587.34 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.35 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.41 4" DIP CULVERT INV=585.56 8" VCP CULVERT INV=585.40 8" VCP CULVERT INV=583.96 24" CMP CULVERT INV=584.04 24" CMP CULVERT INV=583.64 30" CMP CULVERT INV=582.68 12" CMP CULVERT INV=582.93 12" CMP CULVERT INV=583.28 30" CMP CULVERT INV=583.11 12" CMP CULVERT INV=582.71 12" CMP CULVERT 8" CULVERT REMOVAL WITH GROUT PLUG CULVERT WITH GROUT PLUG CULVERT VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.77 FT EXISTING TOP OF VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.55 FT EXISTING TOP OF AND PLAN BY ENERCON DATED 8/8/14 ALIGNMENT TAKEN FROM CBBEL SURVEY HEAVY HAUL PATH TO REMAIN.
WETLANDS 50' WETLAND BUFFER 50' WETLAND BUFFER CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
6 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\PLN01_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR
SEE SHEET PLN3 AND REMOVAL PLAN EXISTING CONDITION ZION SOLUTIONS SEE SHEET PLN1 PLN02 BFE = 584.75 FT (NAVD '88)
OHWM = 581.5 FT (NAVD '88)
LAKE MICHIGAN 115+00 120+00 GRAVEL 577 577 577 577 577 577 577 577 577 578 578 578 578 578 578 579 579 579 579 580 580 580 581 581 581 582 582 582 582 583 583 583 584 584 584 584 584 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 589 589 589 589 589 589 590 590 590 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.77 FT EXISTING TOP OF AND PLAN BY ENERCON DATED 8/8/14 ALIGNMENT TAKEN FROM CBBEL SURVEY HEAVY HAUL PATH TO REMAIN.
SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
7 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\PLN02_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR
SEE SHEET PLN2 AND REMOVAL PLAN EXISTING CONDITION ZION SOLUTIONS PLN03 BFE = 584.75 FT (NAVD '88)
OHWM = 581.5 FT (NAVD '88)
LAKE MICHIGAN 125+00 MARKER 584.94 585.49 578 579 580 581 581 582 582 582 582 582 583 583 583 583 583 583 583 583 583 583 583 583 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 590 590 590 590 591 586 585 585 585 585 586 586 586 586 586 586 586 586 586 587 587 587 588 588 588 588 589 589 589 589 589 589 590 590 590 591 INV=582.69 15" CMP CULVERT FULL OF WATER & DEBRIS INV W 12" DIP=581.19 INV E 15" CMP=581.16 INV N 8" DIP=581.19 RIM=585.49 CB 5017 INV W 15" CMP=579.87 INV E 12" DIP=579.79 RIM=584.94 CB 5016 INV=583.14 10" CMP CULVERT INV=582.94 10" DIP CULVERT INV=581.55 24" CPP CULVERT INV=581.47 24" CPP CULVERT CB REMOVAL 12" SS REMOVAL CB REMOVAL VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.55 FT EXISTING TOP OF AND PLAN BY ENERCON DATED 8/8/14 ALIGNMENT TAKEN FROM CBBEL SURVEY HEAVY HAUL PATH TO REMAIN.
50' WETLAND BUFFER WETLANDS 50' WETLAND BUFFER WETLANDS WETLAND BUFFER WETLANDS CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
8 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\PLN03_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR 125+00
SEE SHEET GRA2 GRADING PLAN ZION SOLUTIONS GRA01 LEGEND BFE = 584.75 FT (NAVD '88)
OHWM = 581.5 FT (NAVD '88)
LAKE MICHIGAN PROPOSED CONTOUR DRAINAGE FLOW 590 Flow Flow Spacers fence Silt filter open grate Manhole with INLET AND PIPE PROTECTION 105+00 110+00 585 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 589.5 x590 586 586 585 585 587 587 591 591 591 591 591 x591 x591 x591 AREA 4 GRADING NO 587.69 587.34 587.32 587.35 587.32 587.41 585.56 585.40 583.96 584.04 583.64 582.68 582.93 583.28 583.11 582.71 577 577 577 577 577 577 577 577 578 578 578 578 579 579 579 579 579 580 580 580 580 581 581 581 581 582 582 582 582 582 582 583 583 583 583 583 583 583 583 583 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 590 590 591 586 585 585 588 589 590 585 586 586 587 587 587 587 587 587 587 587 588 588 588 588 588 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 591 591 591 592 592 593 593 593 594 594 25' (TYP.)
LIMIT OF WORK VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.55 FT EXISTING TOP OF VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.77 FT EXISTING TOP OF INV. 586.5 PR 18" FES 50' WETLAND BUFFER WETLANDS 50' WETLAND BUFFER WETLANDS AND PLAN BY ENERCON DATED 8/8/14 ALIGNMENT TAKEN FROM CBBEL SURVEY HEAVY HAUL PATH TO REMAIN.
BE JACKED-IN-PLACE PR 18" DUCTILE TO CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN INV. 586.55 PR 18" FES INV=587.69 4" DIP CULVERT INV=587.34 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.35 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.41 4" DIP CULVERT INV=585.56 8" VCP CULVERT INV=585.40 8" VCP CULVERT INV=583.96 24" CMP CULVERT INV=584.04 24" CMP CULVERT INV=583.64 30" CMP CULVERT INV=582.68 12" CMP CULVERT INV=582.93 12" CMP CULVERT INV=583.28 30" CMP CULVERT INV=583.11 12" CMP CULVERT INV=582.71 12" CMP CULVERT SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
9 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\GRA01_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR
SEE SHEET GRA3 SEE SHEET GRA1 GRA02 GRADING PLAN ZION SOLUTIONS BFE = 584.75 FT (NAVD '88)
OHWM = 581.5 FT (NAVD '88)
LAKE MICHIGAN LEGEND PROPOSED CONTOUR DRAINAGE FLOW 590 115+00 120+00 586 586 586 586 586 587 587 587 587 587 588 588 588 588 588 589 589 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 590 590 589 589 588 589 589.5 589.5 589.5 589.5 589.5 589.5 x590 x590 591 591 591 591 591 591 591 591 591 591 591 x591 x591 x591 x591 x591 x591 x591 AREA 1 AREA 2 AREA 3 GRADING NO GRADING NO 577 577 577 577 577 577 577 577 577 578 578 578 578 578 578 579 579 579 579 580 580 580 581 581 581 582 582 582 582 583 583 583 584 584 584 584 584 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 589 589 589 589 589 589 590 590 590 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.77 FT EXISTING TOP OF SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
10 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\GRA02_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR
GRA03 SEE SHEET GRA2 GRADING PLAN ZION SOLUTIONS BFE = 584.75 FT (NAVD '88)
OHWM = 581.5 FT (NAVD '88)
LAKE MICHIGAN LEGEND PROPOSED CONTOUR DRAINAGE FLOW 590 125+00 585 586 586 586 586 586 586 586 586 587 587 587 587 588 588 588 588 588 589 589 589 590 590 588 588 583.14 582.69 584.94 585.49 582.94 581.55 581.47 578 579 580 581 581 582 582 582 582 582 583 583 583 583 583 583 583 583 583 583 583 583 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 590 590 590 590 591 586 585 585 585 585 586 586 586 586 586 586 586 586 586 587 587 587 588 588 588 588 589 589 589 589 589 589 590 590 590 591 VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.55 FT EXISTING TOP OF WETLANDS WETLANDS WETLANDS WETLAND BUFFER 50' WETLAND BUFFER CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CLEAN/REPAIR/REPLACE AS NECESSARY CONTRACTOR TO TELEVISE STORM SEWER AND INV=582.69 15" CMP CULVERT FULL OF WATER & DEBRIS INV W 12" DIP=581.19 INV E 15" CMP=581.16 INV N 8" DIP=581.19 RIM=585.49 CB 5017 INV W 15" CMP=579.87 INV E 12" DIP=579.79 RIM=584.94 CB 5016 INV=583.14 10" CMP CULVERT INV=582.94 10" DIP CULVERT INV=581.55 24" CPP CULVERT INV=581.47 24" CPP CULVERT SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
11 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\GRA03_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR
SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
12 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\SESC_110016.sht CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
35' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO SESC NOTES AND DETAILS SOIL EROSION / SEDIMENT CONTROL ZION SOLUTIONS
LSP01 SEE SHEET LSP2 LANDSCAPING PLAN EROSION CONTROL AND ZION SOLUTIONS MYCORRHIZAL INOCULUM THE RATE SPECIFIED BY THE MANUFACTURER.
GRANULAR FORM OF ENDOMYCORRHIZAL INOCULANT AT MANUFACTURER. SEED SHALL BE MIXED WITH THE FORM. APPLICATION RATE SHALL BE AS SPECIFIED BY THE GLOMALES FUNGAL SPECIES (GLOMUS SPP.) IN PELLETIZED THE INOCULANTS SHALL CONTAIN A DIVERSE MIXTURE OF AS AM 120 MYCORRHIZAL INOCULUM (OR COMPARABLE).
APPROPRIATE ENDOMYCORRHIZAL INOCULANT SUCH ALL NATIVE SEED MIXES SHALL BE COMBINED WITH AN SPACING PER THE ILLINOIS URBAN MANUAL.
ALONG ALL DRAINAGE SWALES AT APPROPRIATE
- 4) TEMPORARY DITCH CHECKS SHALL BE INSTALLED AREAS AND PROTECTED WITH SILT FENCE.
OUTSIDE OF FLOODPLAIN, WETLAND, AND BUFFER
- 3) ALL STOCKPILING OF MATERIAL MUST BE DONE OFF-SITE AREA PER LAKE COUNTY SMC REQUIREMENTS.
PROTECT SPECIAL MANAGEMENT AREAS AND
- 2) SILT FENCE SHALL BE USED AS NECESSARY TO RAKED IN.
15TH VIA BROADCAST METHOD AND LIGHTLY
- 1) SEED SHALL BE INSTALLED AFTER NOVEMBER NOTES:
105+00 110+00 585 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 589.5 x590 586 586 585 585 587 587 591 591 591 591 591 x591 x591 x591 AREA 4 GRADING NO GRAVEL GRAVEL GRAVEL GATE POST GRAVEL GRAVEL CONC.
GRAVEL BIT.
GRAVEL GRAVEL GRAVEL WALL CONC.
JERSEY BARRIER BIT.
GRAVEL POST(2)
GATE GRAVEL CONC.
CONC.
CONC.
STONE STONE WALL RIPRAP 587.69 587.34 587.32 587.35 587.32 587.41 585.56 585.40 583.96 584.04 583.64 582.68 582.93 583.28 583.11 582.71 577 577 578 579 579 579 580 580 581 581 582 582 583 583 583 583 583 583 583 583 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 590 590 591 586 585 585 588 589 590 585 586 586 587 587 587 587 587 587 587 587 588 588 588 588 588 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 591 591 591 592 592 593 593 593 594 594 INV=587.69 4" DIP CULVERT INV=587.34 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.35 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.41 4" DIP CULVERT INV=585.56 8" VCP CULVERT INV=585.40 8" VCP CULVERT INV=583.96 24" CMP CULVERT INV=584.04 24" CMP CULVERT INV=583.64 30" CMP CULVERT INV=582.68 12" CMP CULVERT INV=582.93 12" CMP CULVERT INV=583.28 30" CMP CULVERT INV=583.11 12" CMP CULVERT INV=582.71 12" CMP CULVERT WETLANDS BUFFER 50' WETLAND WETLANDS BUFFER 50' WETLAND CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
13 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\LSP01_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR LEGEND WET SAND SEED MIX INLET PROTECTION EROSION CONTROL NAG S75BN DRY SAND AND FORB SEED MIX
LSP02 SEE SHEET LSP3 SEE SHEET LSP1 LANDSCAPING PLAN EROSION CONTROL AND ZION SOLUTIONS 115+00 120+00 586 586 586 586 586 587 587 587 587 587 588 588 588 588 588 589 589 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 590 590 589 589 588 589 589.5 589.5 589.5 589.5 589.5 589.5 x590 x590 591 591 591 591 591 591 591 591 591 591 591 x591 x591 x591 x591 x591 x591 x591 AREA 1 AREA 2 AREA 3 GRADING NO GRADING NO GRAVEL 577 577 577 577 577 577 577 577 577 578 578 578 578 578 578 579 579 579 579 580 580 580 581 581 581 582 582 582 582 583 583 583 584 584 584 584 584 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 587 587 587 587 587 587 587 588 588 588 588 588 588 588 589 589 589 589 589 589 590 590 590 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 591 SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
14 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\LSP02_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR LEGEND WET SAND SEED MIX INLET PROTECTION EROSION CONTROL NAG S75BN DRY SAND AND FORB SEED MIX
LSP03 SEE SHEET LSP2 LANDSCAPING PLAN EROSION CONTROL AND ZION SOLUTIONS 125+00 585 586 586 586 586 586 586 586 586 587 587 587 587 588 588 588 588 588 589 589 589 590 590 588 588 MARKER 583.14 582.69 584.94 585.49 582.94 581.55 581.47 578 579 580 581 581 582 582 582 582 582 583 583 583 583 583 583 583 583 583 583 583 583 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 584 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 585 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 586 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 589 590 590 590 590 591 586 585 585 585 585 586 586 586 586 586 586 586 586 586 587 587 587 588 588 588 588 589 589 589 589 589 589 590 590 590 591 INV=582.69 15" CMP CULVERT FULL OF WATER & DEBRIS INV W 12" DIP=581.19 INV E 15" CMP=581.16 INV N 8" DIP=581.19 RIM=585.49 CB 5017 INV W 15" CMP=579.87 INV E 12" DIP=579.79 RIM=584.94 CB 5016 INV=583.14 10" CMP CULVERT INV=582.94 10" DIP CULVERT INV=581.55 24" CPP CULVERT INV=581.47 24" CPP CULVERT ENTRANCE = 248 SY CONSTUCTION STABILIZED WETLANDS WETLAND BUFFER WETLANDS BUFFER 50' WETLAND WETLANDS BUFFER 50' WETLAND CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
15 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\LSP03_110016.SHT CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 11/21/2019 PLOT DATE:
15 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
11/21/2019 1
10/4/17 ISSUED FOR CONSTRUCTION DTO 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR LEGEND WET SAND SEED MIX INLET PROTECTION EROSION CONTROL NAG S75BN DRY SAND AND FORB SEED MIX
ASB01 LEGEND BFE = 584.75 FT (NAVD '88)
OHWM = 581.5 FT (NAVD '88)
LAKE MICHIGAN DRAINAGE FLOW 590 AS-BUILT GRADING PLAN ZION SOLUTIONS SEE SHEET ASB02 FINAL CONTOUR Flow Flow Spacers fence Silt filter open grate Manhole with INLET AND PIPE PROTECTION 105+00 110+00 587.69 587.34 587.32 587.35 587.32 587.41 585.56 585.40 583.96 584.04 583.64 582.68 582.93 583.28 583.11 582.71 25' (TYP.)
LIMIT OF WORK VIA RAIL PLANS PER OCTOBER 2011 RAIL = 590.55 FT EXISTING TOP OF 50' WETLAND BUFFER WETLANDS 50' WETLAND BUFFER WETLANDS CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN CBBEL STUDY)
(BASED ON 2011 FLOODPLAIN INV. 586.55 18" FES INV. 586.5 18" FES VIA RAIL PLANS PER OCTOBER 2011 TOP OF RAIL = 590.77 FT PLAN BY ENERCON DATED 8/8/14 TAKEN FROM CBBEL SURVEY AND HEAVY HAUL PATH. ALIGNMENT INV=587.69 4" DIP CULVERT INV=587.34 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.35 4" DIP CULVERT INV=587.32 4" DIP CULVERT INV=587.41 4" DIP CULVERT INV=585.56 8" VCP CULVERT INV=585.40 8" VCP CULVERT INV=583.96 24" CMP CULVERT INV=584.04 24" CMP CULVERT INV=583.64 30" CMP CULVERT INV=582.68 12" CMP CULVERT INV=582.93 12" CMP CULVERT INV=583.28 30" CMP CULVERT INV=583.11 12" CMP CULVERT INV=582.71 12" CMP CULVERT 584 585 585 585 586 586 586 586 587 587 587 587 587 587 587 587 587 588 588 588 588 588 588 588 589 589 589 589 589 589 589 589 590 590 590 590 590 590 591 591 SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
1 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\As-Built\\ASB01_110016_101220.sht CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 10/14/2020 PLOT DATE:
3 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
10/14/2020 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR
ASB02 BFE = 584.75 FT (NAVD '88)
OHWM = 581.5 FT (NAVD '88)
LAKE MICHIGAN LEGEND DRAINAGE FLOW 590 AS-BUILT GRADING PLAN ZION SOLUTIONS SEE SHEET ASB01 SEE SHEET ASB03 FINAL CONTOUR 115+00 120+00 VIA RAIL PLANS PER OCTOBER 2011 TOP OF RAIL = 590.77 FT 588 588 589 589 589 589 589 589 589 589 589 589 590 590 590 590 590 590 591 591 591 591 591 591 591 591 591 SOLUTIONS ZION ZION, IL 60099 101 SHILOH BOULEVARD CLIENT:
DRAWING NO.
SHEET OF TITLE:
2 NO.
DATE NATURE OF REVISION FILE NAME N:\\ZION\\110016.00020\\Civil\\As-Built\\ASB02_110016_101220.sht CHKD.
LMF DSGN.
PMM DTO CHKD.
SCALE:
DWN.
50' 10/14/2020 PLOT DATE:
3 jlapaglia CAD USER:
PROJ. NO.110016.00020 MODEL:
Default DATE:
10/14/2020 27TH ST SHILOH BLVD 29TH ST AVE FULTON KEY PLAN AVE EBENEZER PACIFIC/NORTH RR
ZSRP FSG SNAPSHOT 09-04-20 BUILD UP AREAS SWALES BORROW AREAS
ZSRP FSG SNAPSHOT 09-07-20 BUILD UP AREAS SWALES BORROW AREAS
ZSRP FSG SNAPSHOT 09-08-20 BUILD UP AREAS SWALES BORROW AREAS
ZSRP FSG SNAPSHOT 09-09-20 BUILD UP AREAS SWALES BORROW AREAS
ZSRP FSG SNAPSHOT 09-10-20 BUILD UP AREAS SWALES BORROW AREAS
ZSRP FSG SNAPSHOT 09-11-20 BUILD UP AREAS SWALES BORROW AREAS BLENDED AREA (the grade change is too steep)
SEEDED AREA TEST
ZSRP FSG SNAPSHOT 09-14-20 BUILD UP AREAS SWALES BORROW AREAS SEEDED AREA
ZSRP FSG SNAPSHOT 09-15-20 BUILD UP AREAS SWALES BORROW AREAS SEEDED AREA
ZSRP FSG SNAPSHOT 09-16-20 BUILD UP AREAS SWALES BORROW AREAS SEEDED AREA CULVERT INSTALLATION FOOTPRINT
ZSRP FSG SNAPSHOT 09-17-20 BUILD UP AREAS SWALES BORROW AREAS SEEDED AREA CULVERT INSTALLATION FOOTPRINT
ZSRP FSG SNAPSHOT 09-18-20 BUILD UP AREAS SWALES BORROW AREAS SEEDED AREA CULVERT INSTALLATION FOOTPRINT
ZSRP FSG SNAPSHOT 09-21-20 BUILD UP AREAS SWALES (UNDER CONSTRUCTION
)
BORROW AREAS SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
ZSRP FSG SNAPSHOT 09-22-20 BUILD UP AREAS (UNDER CONSTRUCTION)
SWALES (UNDER CONSTRUCTION
)
BORROW AREAS SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
BUILD UP AREAS (COMPLETE)
AREAS 2 and 3 AREA 4
ZSRP FSG SNAPSHOT 09-23-20 SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
BUILD UP AREAS (COMPLETE)
AREAS 2 and 3 AREA 4
ZSRP FSG SNAPSHOT 09-24-20 SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
BUILD UP AREAS (COMPLETE)
AREAS 2 and 3 AREA 4
ZSRP FSG SNAPSHOT 09-25-20 SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
BUILD UP AREAS (COMPLETE)
AREAS 2 and 3 AREA 4
ZSRP FSG SNAPSHOT 09-29-20 SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
BUILD UP AREAS (COMPLETE)
AREAS 2 and 3 AREA 4
ZSRP FSG SNAPSHOT 09-30-20 SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
BUILD UP AREAS (COMPLETE)
AREAS 2 and 3 AREA 4
ZSRP FSG SNAPSHOT 10-01-20 SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
BUILD UP AREAS (COMPLETE)
AREAS 2 and 3 AREA 4
ZSRP FSG SNAPSHOT 10-02-20 SEEDED AREA CULVERT INSTALLATION FOOTPRINT SWALES (COMPLETE W/DIRECTION OF FLOW)
BUILD UP AREAS (COMPLETE)
AREAS 2 and 3 AREA 4
FSG Due Diligence Surveillances 09-22-2020 (FSG DDS)
FSG DDS
FSG Due Diligence Surveillances 09-23-2020 (FSG DDS)
FSG DDS
FSG Due Diligence Surveillances 09-24-2020 (FSG DDS)
FSG DDS
FSG Due Diligence Surveillances 09-28-2020 (FSG DDS)
FSG DDS
FSG Due Diligence Surveillances 09-29-2020 (FSG DDS)
FSG DDS