JINGLE POT ROAD (2300 BLOCK) CULVERT UPGRADES

Size: px

Start display at page:

Download "JINGLE POT ROAD (2300 BLOCK) CULVERT UPGRADES"

August Lang
5 years ago
Views:

JINGLE POT ROA (3 BLOCK) CULVERT UPGRAES STOBART R 38 & 39 JINGLE POT R L B PL 59 PROJECT LOCATION - + + +35 +4 JINGLE POT R +6 +8 + + + +4+6 +8 +3 34 STOBART R L 3 PL 59 + + MILL R PANORAMA VIE R

1 JINGLE POT ROA (3 BLOCK) CULVERT UPGRAES STOBART R 38 & 39 JINGLE POT R L B PL 59 PROJECT LOCATION JINGLE POT R STOBART R L 3 PL MILL R PANORAMA VIE R ASHLEE R JINGLE POT R HOLLAN R SHEET JINGLE POT R - EST CULVERTS SHEET 4 SHEET 3 JINGLE POT R - EAST CULVERTS 43 JINGLE POT R L A PL VIP JINGLE POT R L A PL VIP & 36 JINGLE POT R L B PL VIP JINGLE POT R L PL 59 KEY PLAN :5 SHEET No. RAING No. TITLE 893 COVER SHEET KEY PLAN, LOCATION PLAN AN NOTES 894 EST CULVERTS PLAN AN PROFILE EAST ROA CULVERT PLAN, PROFILE AN ETAILS EAST ITCH CULVERT PLAN AN PROFILE VEGETATION RESTORATION PLAN AT NORTH EN OF EAST CULVERT LOCATION PLAN :5 GENERAL. ALL CONSTRUCTION TO BE IN ACCORANCE ITH CITY OF NANAIMO MANUAL OF ENGINEERING STANARS AN SPECIFICATIONS (MoESS).. ALL LOCATIONS AN OF EISTING UTILITIES SHON ARE APPROIMATE ONLY AN SHOUL BE CONFIRME BY USE OF A PIPE LOCATOR AN MANUAL IGGING. ALL OR ANY STRUCTURES NOT NECESSARILY SHON. 3. COORINATES ARE GROUN LEVEL (UTM NA 83 ITH COMBINE SCALE FACTOR OF /.99965) AN ALL ARE TO GEOETIC ATUM. 4. LOCATION OF SERVICE CONNECTIONSTO BE ETERMINE ON SITE UNLESS OTHERISE SHON. 5. ANY ALTERNATIVES TO SPECIFIE MATERIALS OR APPURTENANCES TO BE APPROVE BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE LOCATIONS OF EISTING SERVICES ARE APPROIMATE AN SHALL BE CONFIRME IN THE FIEL BY THE CONTRACTOR PRIOR TO CONSTRUCTION. EISTING AN PROPOSE SERVICES MAY REQUIRE AJUSTMENT HERE CONFLICT OCCURS. THE ENGINEER SHALL BE NOTIFIE OF ANY CONFLICT. 7. TRENCHING ETAIL TO BE AS CITY OF NANAIMO STANAR G T-. TRAVELLE AREA BACKFILL TO BE IMPORT GRANULAR MATERIAL COMPACTE TO MINIMUM 95% MOIFIE PROCTOR ENSITY, UNLESS OTHERISE APPROVE BY THE ENGINEER. 8. ASPHALT RESTORATION TO BE AS CITY OF NANAIMO STANAR G T-4 OR T-4A PERMANENT PAVEMENT RESTORATION. 9. ALL ISTURBE AREAS TO BE RESTORE TO EISTING CONITION OR BETTER. ATERMAIN. MINIMUM COVER OVER ATERMAIN TO BE.m.. ALL ATERMAIN JOINTS ITHIN 3.m HORIZONTAL OR.45m VERTICAL OF SANITARY OR STORM RAIN MAINS TO BE PROTECTE BY SHRINK RAP OR PETROLATUM TAPE. 3. MINIMUM CLEARANCE BETEEN PROPOSE CONCRETE CULVERTS AN RE-PROFILE ATERMAINS IS.45m. 4. ATERMAIN ORKING PRESSURE IS 69 kpa ( psi) AN ATERMAIN TEST PRESSURE IS 35 kpa (5 psi). 5. PRESSURE TESTS, CHLORINATION, AN BACTERIOLOGICAL TESTING TO CITY OF NANAIMO STANAR SPECIFICATIONS. 6. MAIMUM JOINT EFLECTION TO BE EGREE. CULVERT. TYPE I TRENCH BEING AN BACKFILL FOR CULVERTS.. ROA PAVEMENT THICKNESS 75-mm FROM GEOTECHNICAL ASSESSMENT (SP, MAY 7). 3. CULVERTS SIZE TO ACCOMMOATE % FLO INCREASE UE TO CLIMATE CHANGE. 4. FISH PASSAGE CRITERIA ETERMINE FROM FISH STREAM CROSSING GUIEBOOK, (MFLNRO SEPTEMBER ). ENVIRONMENTAL. SECTION AN FO APPROVALS ARE REQUIRE.. ALL ORK TO BE ONE IN ACCORANCE ITH THE ENVIRONMENTAL MANAGEMENT PLAN (JINGLE POT ROA CULVERT REPLACEMENTS, EI INC., NOVEMBER 7). 3. CONSTRUCTION TO BE IN ACCORANCE ITH SECTION CONITIONS AN FOLLO THE FISH STREAM CROSSING GUIEBOOK AN LAN EVELOPMENT GUIELINES FOR PROTECTION OF AQUATIC HABITAT. 4. ALL CONSTRUCTION TO OCCUR URING RY EATHER ITHIN FISHERIES INO (JULY - SEPTEMBER 5). 5. ENVIRONMENTAL ORK PLAN TO BE PROVIE AT PRE-CONSTRUCTION MEETING FOR APPROVAL BY CITY/ENVIRONMENTAL MONITOR AN IN-PLACE PRIOR TO CONSTRUCTION. 6. ALL MACHINERY TO BE CLEAN, FREE OF LEAKS AN IN GOO MECHANICAL CONITION. REFUELING OF ALL MACHINES TO BE OUTSIE OF ESTABLISHE SETBACKS. 7. ALL CONCRETE ORK MUST BE ISOLATE FROM ATER FOR A MINIMUM OF 48 HOURS AS CEMENT AN CONCRETE ARE TOIC TO AQUATIC HABITAT. 8. MINIMIZE ISTURBANCE TO VEGETATION AN CREEK CHANNEL TO THE AREA ONLY REQUIRE TO PERFORM THE ORK. 9. ANY TREE CLEARING URING THE PERIO OF MARCH TO AUGUST 3 SHALL BE PRECEEE BY A BIR NEST SITE SURVEY. I S S U E F O R T E N E R CoN G No. SHEET No. Eng File No. 5..C686

2 GRAVEL / Ø AC 45mm EPTH, TO EL.4 MIN REGRAE & IEN EISTING CHANNEL AS SHON FOR 75Ø EST ROA CULVERT, SEE PLAN THIS G.7 4. JINGLE POT R BH7-4 GRAVEL / PRO ECO-LITE HEAALL SERIES 3 PLAN - EST ITCH CULVERT REMOVE AN ISPOSE OFF-SITE EISTING 375Ø CONC CULVERT AN HEAALLS +4 45Ø CONC 45mm EPTH, TO EL.4 MIN PRO ECO-LITE HEAALL SERIES 3, c/w INLET GRATE HEAALL STRUCTURE LANGLEY 4-5, c/w INLET GRATE & GUAR RAIL INSTALL ASPHALT RAINAGE SPILLAY AT THE LO POINT SEE EST ITCH CULVERT, THIS G VERTICALLY REALIGN EISTING ATERMAIN UNER NE CULVERT ITH: Ø R4 PVC 4-Ø 45% BENS, HxH +4 -Ø COUPLINGS RESTRAIN AN RAP ALL JOINTS th spk.397 BH7-4 REMOVE EISTING 75Ø CSP CULVERT AN ISPOSE OFF-SITE. BACKFILL ITH IMPORTE GRANULAR FILL COMPACTE TO 95% MOIFIE PROCTOR ENSITY, AN RESTORE ROA GRAVELS. YELLO LINE REMOVE AN EISTING FENCE AS REQUIRE 75Ø CONC JINGLE POT R PAINTLINES BH7-3 PLAN - EST ROA CULVERT HITE LINE +35 VIP538 HEAALL STRUCTURE LANGLEY 4-5, c/w GUAR RAIL 45mm EPTH, TO EL.4 MIN GRAE CHANNEL TO TO MATCH EISTING ITCH BACKFILL EISTING CHANNEL ITH ECAVATE NATIVE MATERIAL AS IRECTE BY ENGINEER : BH 7-4 EISTING GROUN AT ROA CENTRELINE mm-asphalt SAN-FILL, COMPACT SOME GRAVEL & FINES SILT, SOFT, BLUE/GREY, CLAYEY INTER. PLASTICITY, ORGANIC EISTING ITCH PROFILE.5: HORIZ : VERT SLOPE, MA PRO ECO-LITE HEAALL SERIES 3 75Ø EST ROA CULVERT REGRAE ITCH TO SUIT NE CULVERTS RESTORE RIVEAY ITH mm OF CLEAR, CRUSHE GRAVEL EISTING GROUN OVER CULVERT PRO ECO-LITE HEAALL SERIES 3, c/w INLET GRATE REGRAE ITCH TO SUIT NE CULVERT YEAR HEAATER EL.3 Q =.9m 3 /s YEAR HEAATER EL.64 Q =.43m 3 /s HEAALL STRUCTURE LANGLEY 4-5, c/w INLET GRATE & GUARRAILS E EGE PAVE E CENTRE LINE EISTING GROUN E HITE LINE E FENCE RO.5: HORIZ : VERT SLOPE, MA HEAALL STRUCTURE LANGLEY 4-5, c/w GUARRAILS BH 7-3 GRAVEL-FILL, ENSE ORGANIC SILT FIRM, BLACK SANY, GRAVEL NON PLASTIC, OO EBRIS COMPACT TO ENSE, GREY/BRON SAN, TRACE OF GRAVEL CLASS RIPRAP 45mm EPTH 45Ø EST ITCH CULVERT E INV: UNKNON REGRAE & IRECT FLO TO THE EISTING CHANNEL SILT, SOFT BLUE/GREY, CLAYEY SOME SAN, INTERMEIATE PLASTICITY, TRACE ORGANICS Z:\PROJECT_686\ ESIGN\RAINGS\~CURRENT\686-JINGLEPOT STM ROA CLASS RIPRAP 45mm EPTH NON-OVEN GEOTETILE BETEEN APPROVE SUBGRAE & PIPE BEING MATERIAL.m - 45Ø CONC C76 - CLASS III NON-OVEN GEOTETILE BETEEN RIPRAP & SUB-GRAE,. OVERLAP m FOR SEAMS +5 + CLASS RIPRAP 45mm EPTH OVERECAVATE TO SUITABLE GROUN AS IRECTE BY GEOTECHNICAL ENGINEER. BACKFILL ITH IMPORTE GRANULAR MATERIAL COMPACTE TO 95% MOIFIE PROCTOR ENSITY CONTRACTOR TO FIEL VERIFY LOCATION OF EISTING ATERMAIN & RE-ALIGN UNER CULVERT. ONE FULL PIPE LENGTH TO BE CENTRE UNER NE CULVERT mm MIN NON-OVEN GEOTETILE BETEEN APPROVE SUBGRAE & PIPE BEING MATERIAL 3.5m - 75Ø CONC C76 - CLASS III -3.4% RIRPAP CLASS 45mm EPTH COMPACT TO ENSE, GREY/BRON SAN, SOME FINES & GRAVEL NON-OVEN GEOTETILE BETEEN RIPRAP & SUB-GRAE,. OVERLAP m FOR SEAMS 9H6397 IN FRONT OF EL:.5 JINGLEPOT & MILL R JINGLEPOT & HOLLAN I S S U E F O R T E N E R ISSUE FOR TENER CL 3 % ESIGN CL 8-3- ISSUE FOR MINISTRY SECTION APPROVAL AN VIHA PERMIT CL % ESIGN REVIE CL No. ate esign by rawn by CL CL ate : Vert. : Consult.wg Sheet of 5 Eng File No. 5..C686 wg No. 894 JINGLE POT ROA (3 BLOCK) CULVERT UPGRAES EST CULVERTS PLAN AN PROFILE

3 JINGLE POT ROA VIP538 L 3 PL 59 FOR EAST ITCH CULVERT, SEE SHEET 4 REMOVE EISTING HYRANT, LEA AN VALVE AN ISPOSE OFF-SITE FIRE HYRANT ASSEMBLY AS PER CoN ST -5 FOR EAST ITCH, SEE SHEET 4 VERTICALLY REALIGN EISTING ATERMAIN UNER NE CULVERT ITH: Ø R4 PVC 4-Ø 45% BENS, HxH -Ø COUPLINGS RESTRAIN AN RAP ALL JOINTS FH V MH + PP 9Ø CSP 6Ø CSP. MIN BH7- Ø AC Ø AC 35Ø CONC REMOVE EISTING 9Ø CSP CULVERT & HEAALL. ISPOSE OFF-SITE MAINTAIN EISTING RAINAGE SPILLAYS BH7- PLAN - EAST ROA CULVERT YELLO LINE Ø - GATE VALVE HxF TO CoN ST -6 PAINTLINES HITE LINE GRAVEL SHOULER FENCE REMOVE EISTING ABANONE CULVERT & ISPOSE OFF-SITE. APPROIMATE LOCATION SHON BASE ON GPR SCAN. CULVERT ASSUME TO BE CSP REMOVE AN EISTING FENCE AS REQUIRE 34 STOBART R.5 CLASS 5 RIPRAP, 45mm EPTH, TO EL.7 MIN REGRAE & IENING THE EISTING CHANNEL AS SHON, SEE PROFILE FOR ETAILS BUIL RIFFLE CREST ACROSS STREAM ITH LARGE IAMETER ROCK, USING PROGRESSIVELY SMALLER IAMETER ROCK ONSTREAM. FILL VOIS ITH FISH HABITAT GRAVEL +3.5m PIPE SECTION 35Ø CONC PIPE FISH HABITAT GRAVEL, SEE PROFILE FOR ETENT LO FLO CHANNEL (THALEG) NOTCH, ALTERNATE SIES NOTE: UNLESS NOTE OTHERISE, ALL IMENSIONS ARE UNCHANGE FROM STOCK LANGLEY CONCRETE 6-8 HEAALL STRUCTURE 5mm BACKALL CORE FOR 35Ø CONC PIPE HEAALL STRUCTURE LANGLEY 6-8 MOIFIE :5 YEAR HEAATER EL.4 Q =.4m 3 /s CONCRETE HEAALL STRUCTURE LANGLEY 6-8 MOIFIE, SEE ETAIL THIS G EISTING GROUN E E CENTRE LINE E HITE LINE E EGE PAVE E FENCE RO CONCRETE HEAALL STRUCTURE LANGLEY 6-8 MOIFIE, SEE ETAIL THIS G BH 7- SAN-FILL 3mm PLAN 5mm THICK CONC BAFFLE SIE OF EACH.5m PIPE SECTION YEAR HEAATER EL.9 Q =.5m 3 /s ORGANIC SILT FIRM/STIFF, BLACK, SANY, SOME GRAVEL ET, NON PLASTIC, OO EBRIS ±4. 3mm 75mm TOP OF GRAVEL CHANNEL INLET EL.m FISH CHANNEL BAFFLE, SEE ETAIL THIS G PERMANENT ATER LEVEL EL.5m TOP OF GRAVEL CHANNEL OUTLET EL.m TOP OF RIFFLE EL.5m ATER TABLE MAY /7 EISTING GROUN SILT, STIFF, BRON, SOME SAN, FINES mm CHAMFER ALL EPOSE EGES 5mm 35Ø CONC PIPE 5mm THICK CONC BAFFLE ALTERNATE THE NOTCHES Z:\PROJECT_686\ ESIGN\RAINGS\~CURRENT\686-JINGLEPOT STM ROA CONTRACTOR TO FIEL VERIFY LOCATION OF EISTING ATERMAIN & RE-ROUTE UNER CULVERT. ONE FULL PIPE LENGTH TO BE CENTRE UNER NE CULVERT E INV: UNKNON + 45mm ABANONE CULVERT INV: UNKNON ETENT OF FISH HABITAT GRAVEL, AS PER CoN SECTION 4.6 OF THE MoESS 3.5m - 35Ø CONC C76 - CLASS III BOTTOM OF POOL EL.5m NON-OVEN GEOTETILE BETEEN RIPRAP & SUB-GRAE,. OVERLAP m FOR SEAMS SAN, COMPACT TO ENSE GREY/BRON, FINES, GRAVEL GREY, SILTY, ET 54mm FISH CHANNEL BAFFLE ETAIL :5 SECTION 5-M 3 SPACING CENTRE IN BAFFLE 3mm LONG mm EMBEMENT : 9H6397 IN FRONT OF EL:.5 JINGLEPOT & MILL R JINGLEPOT & HOLLAN I S S U E F O R T E N E R ISSUE FOR TENER CL 3 % ESIGN CL 8-3- ISSUE FOR MINISTRY SECTION APPROVAL AN VIHA PERMIT CL % ESIGN REVIE CL No. ate esign by rawn by CL CL ate : Vert. : Consult.wg Sheet 3 of 5 Eng File No. 5..C686 wg No. 895 JINGLE POT ROA (3 BLOCK) CULVERT UPGRAES EAST ROA CULVERT PLAN, PROFILE AN ETAILS

4 REMOVE EISTING CONCRETE BAG MANHOLE AN ISPOSE OFF-SITE JINGLE POT R FOR 35Ø EST ROA CULVERT, SEE SHT 3 REMOVE EISTING 9Ø CSP CULVERT AN HEAALL AN ISPOSE OFF-SITE RETAIN EISTING RAINAGE SPILLAY AN GRAE TO ITCH REMOVE EISTING 45Ø CSP CULVERT AN HEAALLS AN ISPOSE OFF-SITE REMOVE EISTING 6Ø CSP CULVERT AN HEAALL AN ISPOSE OFF-SITE INFILL EISTING ITCH V BH7-45Ø CSP 6Ø CSP MH 9Ø CSP PRO-ECO LITE HEAALL SERIES 3 c/w INLET GRATE SIGN GRAVEL / 35 & 36 JINGLE POT 45mm EPTH, TO EL.4 MIN +4 45Ø CULVERT PRO-ECO LITE HEAALL SERIES 3 FH REGRAE & IEN THE EISTING CHANNEL AS SHON.5 +6 CLASS 5 RIPRAP, 45mm EPTH, TO EL.7 MIN PP PLAN - EAST ITCH CULVERT PRO-ECO LITE HEAALL SERIES 3, c/w INLET GRATE RESTORE RIVEAY ITH mm OF CLEAR, CRUSHE GRAVEL FINISHE GRAE OVER PROPOSE CULVERT EISTING GROUN AT ROA CENTRELINE EISTING GROUN ITCH PROFILE.5 HORIZ : VERT SLOPE, MA FOR 35Ø EST ROA CULVERT & HEAALL, SEE SHT 3 BH 7- REGRAE EISTING ITCH & INSTALL RIPRAP, CLASS (MIN m LENGTH & 45mm EPTH) PRO-ECO LITE HEAALL SERIES 3 SAN-FILL COMPACT, POORLY GRAE, FINES, GRAVEL REGRAE ITCH TO SUIT NE CULVERTS SILT, STIFF, BRON, CLAYEY INTERMEIATE PLASTICITY CLASS 5 RIPRAP 45mm EPTH NON-OVEN GEOTETILE BETEEN APPROVE SUBGRAE & PIPE BEING MATERIAL NON-OVEN GEOTETILE BETEEN RIPRAP & SUB-GRAE,. OVERLAP m FOR SEAMS SAN, ENSE, BRON, SILTY SOME GRAVEL, COBBLES Z:\PROJECT_686\ ESIGN\RAINGS\~CURRENT\686-JINGLEPOT STM ROA OVERECAVATE TO SUITABLE GROUN AS IRECTE BY GEOTECHNICAL ENGINEER. BACKFILL ITH IMPORTE GRANULAR MATERIAL COMPACTE TO 95% MOIFIE PROCTOR ENSITY.m - 45Ø CONC C76 - CLASS III -.% : 9H6397 IN FRONT OF EL:.5 JINGLEPOT & MILL R JINGLEPOT & HOLLAN I S S U E F O R T E N E R ISSUE FOR TENER CL 3 % ESIGN CL 8-3- ISSUE FOR MINISTRY SECTION APPROVAL CL % ESIGN REVIE CL No. ate esign by rawn by CL CL ate : Vert. : Consult.wg Sheet 4 of 5 Eng File No. 5..C686 wg No. 896 JINGLE POT ROA (3 BLOCK) CULVERT UPGRAES EAST ITCH CULVERT PLAN AN PROFILE

5 VEGETATION RESTORATION. ECEPT FOR ANY LIVE STAKES THAT ARE USE, THE MINIMUM POT SIZE FOR ALL TREES AN SHRUBS SHALL BE GALLON.. AT LEAST % OF ALL TREES PLANTE SHALL BE 5-GALLON POT SIZE 3. NO MORE THAN 5% OF ALL SHRUBS PLANTE SHALL BE LIVE STAKES. 4. TO PROVIE IVERSITY, AT LEAST THREE SPECIES OF TREES AN TO SPECIES OF SHRUBS SHALL BE PLANTE. 5. UNLESS OTHERISE SPECIFIE, ALL TREES TO BE PLANTE AT AN AVERAGE SPACING INTERVAL OF.5 M (INCLUING SPACING FROM TREES ITHIN AJACENT FORESTE AREA). TREES TO BE SPACE OUT EVENLY THROUGHOUT THE AREA. RIP-RAPPE CHANNEL APPROIMATE AREA OF VEGETATION RESTORATION (m x m) 6. UNLESS OTHERISE SPECIFIE, ALL SHRUBS TO BE PLANTE AT AN AVERAGE SPACING INTERVAL OF M (INCLUING SPACING FROM TREES/SHRUBS ITHIN AJACENT FORESTE AREA). 7. ALL TREES AN SHRUBS TO BE PLANTE IN APPROPRIATE MICROSITES AS MUCH AS POSSIBLE IN CONSIERATION OF SOIL MOISTURE AN SUN EPOSURE. IT ILL ALSO BE IMPORTANT TO GIVE ROOM TO EISTING NATIVE PLANTS ITHIN AN AJACENT TO THE SITE. 8. ACTUAL PLANTING LOCATIONS AN TOTAL NUMBER OF TREES, SHRUBS AN FERNS INSTALLE TO BE IRECTE BY A REGISTERE PROFESSIONAL BIOLOGIST. 9. ALL TREES AN SHRUBS TO BE PLANTE SUCH THAT THE LEVEL OF THE SOIL FROM THE POT IS APPROIMATELY CM BELO THE AJACENT SOIL ELEVATION. SOIL ECAVATE TO CREATE A HOLE FOR EACH PLANT SHALL THEN BE USE TO COVER THE SURFACE OF THE POTTING SOIL (TO PREVENT POTTING SOIL FROM RYING OUT OR BECOMING OVERSATURATE).. ALL TREES AN SHRUBS TO BE PLANTE BETEEN SEPTEMBER 3 AN NOVEMBER 5, 8. TOP OF SLOPE COE SPACING BOTANICAL NAME COMMON NAME PLANTNG HEIGHT r.5m Alnus rubra Red Alder.4m Mp.5m Acer macrophyllum Big Leaf Maple.4m FENCE Cw.5m Thuja plicata estern Red Cedar.8m RUBUSPE m Rubus spectablis Salmonberry Gallon Pot CONCRETE HEAALL 35Ø CONCRETE CULVERT SAMBRAC5 m Sambucus racemosa Costal Red Elderberry Gallon Pot var. arborescens POLYMUN m Polystichum munitum Sword Fern Gallon Pot VEGETATION RESTORATION PLAN :5 Z:\PROJECT_686\ ESIGN\RAINGS\~CURRENT\686-JINGLEPOT STM :5 3m 9H6397 IN FRONT OF EL:.5 JINGLEPOT & MILL R JINGLEPOT & HOLLAN I S S U E F O R T E N E R ISSUE FOR TENER CL % ESIGN CL 8-3- ISSUE FOR MINISTRY SECTION APPROVAL CL No. ate esign by rawn by CL CL ate :5 Consult.wg Eng File No. wg No. Vert. Sheet 5 of 5 5..C JINGLE POT ROA (3 BLOCK) CULVERT UPGRAES VEGETATION RESTORATION PLAN AT NORTH SIE OF EAST CULVERT

ENGINEERING FIRM OF RECORD COMPANY REPRESENTATIVE PROJECT MANAGER AND ENGINEERING LEAD INDIAN HILL SENIOR LIFESTYLE CENTER YONKERS, NY

ENGINEERING FIRM OF RECORD COMPANY REPRESENTATIVE JULI A LANGEIS ANTHONY FITZGERALD OSVALDO ZEQO TYLER ALBERT TITLE PROJECT MANAGER AND ENGINEERING LEAD PROJECT ENGINEER AND SITE PLANNNG PROJECT ENGINEER