TO ALL WHO HAVE RECEIVED PLANS AND SPECIFICATIONS FOR THE REFERENCED PROJECT.

Transcription

1 Olsson Associates 2111 South 67 th Street, DATE: October 11, 2017 ADDENDUM NO.: 1 POJECT NAME: 84 TH STEET EDEVELOPMENT AEA CITY CENTE INFASTUCTUE PAVEMENT & SEWES, NEBASKA TO ALL WHO HAVE ECEIVED PLANS AND SPECIFICATIONS FO THE EFEENCED POJECT. 1. efer to the Specifications POPOSAL & BID FOM BASIS OF BID, PagesP1-P8; The Bid Form has been revised per this Addendum, which is hereby attached. Project Quantities have been updated. Added bid item 38A: CONSTUCT 48 BLACK VINYL CHAIN LINK FENCE 418 LF Changed bid item 19: EXCAVATION ON SITE from CY to CY Changed bid item 68: CONSTUCT 96 ID STOM MANHOLE from VF to VF Changed bid item 74: CONSTUCT EINFOCED CUB INLET TYPE III from 1 EA to 2 EA Changed bid item 76: CONSTUCT CUB INLET TYPE III from 3 EA to 2 EA Changed bid item 117: INSTALL EOSION CHECK (WATTLE) from 3097 LF to 2953 LF 2. efer to the Special Provisions and Technical Specifications; the following sections have been modified and are hereby attached to this addendum: Page SP-5 Section 2 Progress of Work: Added Lot 1 carwash to list of properties that access must be maintained at all times. Page TS-33 Section 130 Detectable Warning Panels: Added note that color of panel shall be selected by Engineer. Page TS-70 Section 137 Colored, Imprinted Concrete Surfacing: Added information on stamped pattern to be used. Proline otating Ashlar Blue Stone and oman Slate. Page TS-83 thru TS-87 Section 141 Chain Link Fence and Gates: Added new specification for chain link fence for use on the project. 1

2 3. efer to the Plans, the following sheets have been modified: Sheet 1: TITLE Added addendum description to revision box Sheet 4: QUANTITIES Added addendum cloud to project quantities table. Sheet 8: OVEVIEW Added addendum cloud to updated storm sewer area Sheet 10: PHASING Updated note 4. Sheet 14: PHASE 2 STOM & SANITAY Added addendum cloud to updated storm sewer area Sheet 22: OADWAY POFILES Added addendum cloud to updated storm sewer area Sheet 26: ETAINING WALL PLAN & POFILE Added addendum cloud to updated storm sewer area Sheet 53: CONSTUCTION Updated bid tab: CONSTUCT EINFOCED CONCETE CUB INLET STD. PLT to CONSTUCT EINFOCED CONCETE CUB INLET SEE SHEET 122 Sheet 54: CONSTUCTION Added bid tab: CONSTUCT 48 BLACK VINYL CHAIN LINK FENCE Added and clouded new fence construction 2

3 Sheet 56: CONSTUCTION Added addendum cloud to updated storm sewer area Updated information for MH G5 Changed bid tab CONSTUCT CUB INLET STD. PLT to CONSTUCT EINFOCED CUB INLET STD. PLT Updated all information for CI G3 Updated bid tab: CONSTUCT EINFOCED CONCETE CUB INLET STD. PLT to CONSTUCT EINFOCED CONCETE CUB INLET SEE SHEET pipe from CI G3 to MH G5 changed from 11.90% to 0.54% 24 pipe from CI G3 to stubout changed from 0.72% to 0.52% 42 pipe from MH G4 to MH G5 changed from 2.26% to 3.74% Added note to Contractor to verify slopes of sanitary sewer service connection slopes for Manhole GS3. Sheet 58: CONSTUCTION Added bid tab: CONSTUCT 48 BLACK VINYL CHAIN LINK FENCE Added and clouded new fence construction Sheet 59: CONSTUCTION 42 pipe from G5 to G6 changed from 2.03% to 1.43% MH G7 changed from 16.7 VF to 17.5 VF Sheet 67: STOM SEWE MAP Added addendum cloud to updated storm sewer area Sheet 79: STOM SEWE POFILES Added addendum cloud to updated storm sewer area Updated information for MH G5 42 pipe from MH G4 to MH G5 changed from 2.26% to 3.74% Modified existing ground to reflect changes to mass grading surface Sheet 80: STOM SEWE POFILES Added addendum cloud to updated storm sewer area Updated information for MH G5 Updated information for MH G7 Updated information for CI G3 24 pipe from CI G3 to MH G5 changed from 11.90% to 0.54% 24 pipe from CI G3 to stubout changed from 0.72% to 0.52% 42 pipe from G5 to G6 changed from 2.03% to 1.43% Modified existing ground to reflect changes to mass grading surface 3

4 Sheet 81: STOM SEWE POFILES Modified existing ground to reflect changes to mass grading surface Updated information for MH G7 Sheet 98: LIGHTING Added note specifying light fixture and light pole with Philips Lumec Textured Bronze Finish. Sheet 106: EOSION CONTOL Added addendum cloud to updated storm sewer area Sheet 107: EOSION CONTOL emoved swale wattles from previous 100-year diversion route. Sheet 117: DETAILS Added detail for 48 black vinyl chain link fence Sheet 118: DETAILS evised callouts to include choice of stamp pattern for imprinted crosswalks. Sheet 122: EINFOCED CUB INLET DETAILS evised inlet top callout to reference the correct standard plate (700-30) Sheet 125: LOT 14/17 GADING PLAN Added addendum cloud to updated grading area Sheet 126: LOT 14/17 GADING PLAN Added addendum cloud to updated grading area and earthwork table 4. See Contractor Questions, and Answers below. Question 1: egarding the solider pile wall, are drilled shaft or auger cast piles acceptable? esponse: Either method is acceptable as long as the reinforcing and diameter match the plan details. Question 2: egarding the solider pile wall, is there a temporary lagging method specified? esponse: This is a means and methods that the Contractor is responsible to determine if necessary per chosen method of construction. The duration after excavation of exposed vertical soils shall be no more than 24 hours. 4

5 POPOSAL & BID FOM 84TH STEET EDEVELOPMENT AEA CITY CENTE INFASTUCTUE PAVEMENT & SEWES City of La Vista, Nebraska TO: Pamela Buethe, City Clerk I have received bidding documents dated September 18, 2017 on the above-referenced project. I have also received Addenda No.'s through and have included their provisions in my bid. I have examined the bidding documents and submit the following bid: In submitting this bid, I agree: 1. To hold my bid open for 60 days after the receipt of bids. 2. To enter into and execute an "Owner-Contractor Agreement", based upon this bid, if this bid is accepted by the Owner. 3. To perform all work required by the Contract Documents. 4. To start work on April 2, 2018 and to complete all work by November 16, I agree to perform the above in consideration of the amounts hereinafter scheduled. Item No. Description Unit Quantity Unit Price Total Price 1 MOBILIZATION LS 1 2 EMOVE PAVEMENT SY 5,453 3 EMOVE SIDEWALK SF EMOVE MEDIAN SUFACING SF 1,136 5 EMOVE 12" O SMALLE SEWE PIPE LF EMOVE 15" TO 18" SEWE PIPE LF EMOVE 48" SEWE PIPE LF EMOVE 54" SEWE PIPE LF 53 9 EMOVE MANHOLE EA 3 10 EMOVE FLAED END SECTION OVE 36" TO 48" EA 1 P-1

6 11 EMOVE FLAED END SECTION OVE 48" TO 60" EA 1 12 EMOVE LIGHT POLE EA 2 13 EMOVE AEA INLET EA 1 14 EMOVE CUB INLET EA 3 15 EMOVE SIGN EA 2 16 EMOVE FENCE LF EMOVE SEGMENTAL ETAINING WALL SF 2, SAW CUT - FULL DEPTH LF EXCAVATION - ON SITE CY 19, UNSUITABLE MATEIAL CY SECUITY FENCE LF 1, TEMPOAY CONTACTO ACCESS OAD SY 2, TEMPOAY 8-INCH SUFACING SY ECONSTUCT MANHOLE TO GADE VF ADJUST MANHOLE TO GADE EA 1 26 ADJUST INLET TO GADE EA CONSTUCT 6-INCH CONCETE PAVEMENT (TYPE L65) CONSTUCT 8-INCH CONCETE PAVEMENT (TYPE L65) CONSTUCT 8-INCH COMBINATION CUB AND GUTTE CONSTUCT 8-INCH IMPINTED CONCETE SUFACING SY 4,799 SY 10,354 LF 286 SF CONSTUCT 4-INCH PCC SIDEWALK SF 4, CONSTUCT 6-INCH CONCETE MEDIAN SUFACING SF CONSTUCT CONCETE CUB AMP SF AMO-TILE DETECTABLE WANING PANELS SF CONSTUCT GAVITY BLOCK ETAINING WALL SF CONSTUCT SOLDIE PILE ETAINING WALL SF 3, CONSTUCT SMALL BLOCK ETAINING WALL SF 382 P-2

7 38 CONSTUCT PIPE AILING LF A CONSTUCT 48 BLACK VINYL CHAIN LINK FENCE LF CONSTUCT CUB WALL SF AGGEGATE BEDDING FO 10" STOM SEWE PIPE AGGEGATE BEDDING FO 12" STOM SEWE PIPE AGGEGATE BEDDING FO 15" STOM SEWE PIPE AGGEGATE BEDDING FO 18" STOM SEWE PIPE AGEGATE BEDDING FO 24" STOM SEWE PIPE AGEGATE BEDDING FO 30" STOM SEWE PIPE AGEGATE BEDDING FO 36" STOM SEWE PIPE AGEGATE BEDDING FO 42" STOM SEWE PIPE AGEGATE BEDDING FO 54" STOM SEWE PIPE LF 49 LF 38 LF 382 LF 473 LF 812 LF 1,232 LF 956 LF 899 LF CONSTUCT 8" HDPE STOM SEWE PIPE LF CONSTUCT 10" HDPE STOM SEWE PIPE LF CONSTUCT 12" HDPE STOM SEWE PIPE LF CONSTUCT 15" HDPE STOM SEWE PIPE LF CONSTUCT 18" HDPE STOM SEWE PIPE LF CONSTUCT 24" HDPE STOM SEWE PIPE LF CONSTUCT 15" CP, CLASS III LF CONSTUCT 18" CP, CLASS III LF CONSTUCT 24" CP, CLASS III LF CONSTUCT 30" CP, CLASS III LF 1, CONSTUCT 36" CP, D(0.01) = 1350 LF CONSTUCT 36" CP, D(0.01) = 1350 (O HDPE) LF CONSTUCT 42" CP, D(0.01) = 1350 LF CONSTUCT 54" CP, D(0.01) = 1350 (O HDPE) LF CONSTUCT 36" CONCETE COLLA EA 1 P-3

8 64 CONSTUCT 54" I.D. STOM MANHOLE VF CONSTUCT 60" I.D. STOM MANHOLE VF CONSTUCT 72" I.D. STOM MANHOLE VF CONSTUCT 84" I.D. STOM MANHOLE VF CONSTUCT 96" I.D. STOM MANHOLE VF CONSTUCT TYPE "C" MANHOLE - NDO STANDAD PLAN EA 1 70 PEPAATION OF STUCTUE LS 1 71 CONSTUCT 30" C FLAED END SECTION EA 1 72 CONSTUCT 36" C FLAED END SECTON EA 1 73 CONSTUCT 42" C FLAED END SECTION EA 1 74 CONSTUCT EINFOCED CUB INLET - TYPE III EA 2 75 CONSTUCT CUB INLET - TYPE I EA 3 76 CONSTUCT CUB INLET - TYPE III EA 2 77 CONSTUCT CUB INLET - TYPE IV EA 4 78 CONSTUCT GATED INLET - TYPE "SADDLE CEEK" INLET EA INSTALL FILTEA INLET EA AGGEGATE BEDDING FO 6" SANITAY SEWE PIPE AGGEGATE BEDDING FO 8" SANITAY SEWE PIPE AGGEGATE BEDDING FO 10" SANITAY SEWE PIPE LF 657 LF 1,531 LF CONSTUCT 6" PVC SANITAY SEWE PIPE LF CONSTUCT 8" PVC SANITAY SEWE PIPE LF 1, CONSTUCT 10" PVC SANITAY SEWE PIPE LF CONSTUCT 10" DIP SANITAY SEWE PIPE LF CONSTUCT 6"x8" WYE EA 1 88 CONSTUCT 6" CLEANOUT EA 1 89 INSTALL EXTENAL FAME SEAL EA CONNECT SANITAY SEWE MANHOLE TAP EA 1 P-4

9 91 CONNECT SANITAY SEWE MANHOLE TAP - EXTA DEEP EA 1 92 CONSTUCT 54" I.D. SANITAY MANHOLE VF CONSTUCT IPAP - TYPE "B" TONS " DIA. SCH 40 PVC IN TENCH LF 12, #8 AWG STANDED COPPE WIE W/ THWN INSUL. LED GLOBE POST-TOP LUMINAE W/ TAPEED STEEL POLE AND CONC. BASE LF 18,590 EA ELECTIAL HANDHOLE/PULLBOX EA LIGHTING SEVICE CABINET EA 1 99 PEMANENT PAINT MAKING - 4" WHITE LF 4, PEMANENT PAINT MAKING - 5" YELLOW LF PEMANENT PEFOMED TAPE MAKING - TYPE 4, 5" WHITE, GOOVED PEMANENT PEFOMED TAPE MAKING - TYPE 3, 12" WHITE, GOOVED PEMANENT PEFOMED TAPE MAKING - TYPE 3, 24" WHITE, GOOVED PEMANENT PEFOMED MAKING TAPE SYMBOL - WHITE DIECTIONAL LEFT AOW, GOOVED PEMANENT PEFOMED MAKING TAPE SYMBOL - WHITE DIECTIONAL IGHT AOW, GOOVED LF 972 LF 80 LF 310 EA 4 EA ADA STALL PAVEMENT MAKING SYMBOL EA EMOVE MAKING LINES - 5" WHITE LF EMOVE MAKING LINES - 12" WHITE LF EMOVE MAKING LINES - 24" WHITE LF EMOVE MAKING SYMBOL - DIECTIONAL AOW INSTALL TAFFIC POSTS AND SIGNS, CONTACTO POVIDED EA 2 LS POVIDE TEMPOAY TAFFIC CONTOL LS INSTALL SEEDING (COVE COP) AC INSTALL SEEDING (NATIVE MIX) AC INSTALL SEEDING TUF (EOSION CONTOL TYPE 2) AC INSTALL INLET POTECTION EA 22 P-5

10 117 INSTALL EOSION CHECK (WATTLE) LF 2, INSTALL SODDING SY INSTALL SILT FENCE LF INSTALL FLEXAMAT SY INSTALL TUF EINFOCEMENT MAT (TYPE A) SY INSTALL SAFL BAFFLE EA INSTALL SNOUT EA INSTALL 18" I.D. PESEVE EA INSTALL 24" I.D. PESEVE EA INSTALL 30" I.D. PESEVE EA INSTALL 36" I.D. SKIMME EA CONSTUCT WATE QUALITY STUCTUE LS INSTALL CONSTUCTION ENTANCE EA ENTAL OF LOADE, FULLY OPEATED H ENTAL OF BACKHOE, FULLY OPEATED H ENTAL OF DUMP TUCK, FULLY OPEATED H ENTAL OF SKID LOADE, FULLY OPEATED H ENTAL OF CAWLE MOUNTED HYDAULIC EXCAVATO, FULLY OPEATED ENTAL OF VACUUM TUCK, FULLY OPEATED Total Bid Amount $ H 20 H 20 ALTENATIVE BID ITEMS Item No. Description Unit Quantity Unit Price Total Price A1 CONSTUCT GAVITY BLOCK ETAINING WALL SF 3,530 P-6

11 The undersigned agrees, upon receipt of written notice of award of the contract within sixty (60) days after opening of bids, that he will execute "Agreement Between Contractor and Owner" on the standard form issued by the Owner in accordance with his Bid Proposal. In submitting this Bid, the undersigned further agrees: 1. To furnish all material, labor, tools, expendable equipment, and all utility and transportation services necessary to perform and complete, in a workmanlike manner, all of the Work required in accord with the Bidding Documents. 2. To hold his Bid open for sixty (60) days after the receipt of Bids and to accept the provisions of the Instructions to Bidders regarding disposition of Bid Security. 3. To enter into and execute a Contract if awarded on the basis of this Bid, to furnish a Performance Bond and a Labor and Material Payment Bond in accord with the General Conditions and General equirements of this Contract, and to deliver executed Owner-Contractor Agreements and Bonds within ten (10) working days after notification of award. Time is of the essence for the faithful and timely performance of the terms of the Contract. The parties hereto agree that it is not possible to predetermine an amount in actual damages due The City of La Vista whenever timely completion is not accomplished; therefore, in lieu of actual damages, the parties to this Contract agree that Liquidated Damages shall be charged at a rate of One Thousand Five Hundred Dollars ($1,500.00) per calendar day for each day that the construction required for Total Project Completion of this project extends beyond the total number of calendar days as specified in the Contract with any additional days granted by the engineer, provided that full safe use of the newly graded site is denied the Owner. Liquidated damages shall apply for each major phase of the project. Milestone Calendar Days Accumulative Days Anticipated Date Pre-Con. Mtg. - - March 22, 2018 Notice to Proceed 0 0 April 2, 2018 Phase 1A Substantial Complete 20 Phase 2A Substantial Complete 35 Phase 2B Substantial Complete 50 Phase 2C Substantial Complete 35 Phase 1&2 Substantial Complete September 12, 2018 Phase 3 Substantial Complete October 22, 2018 Project Final Completion November 16, 2018 P-7

12 As evidence of good faith, we herewith submit, in a SEPAATE SEALED ENVELOPE, a certified check or bid bond in the amount of five percent of the amount bid which shall become the property of the City of La Vista, Nebraska, in the event the undersigned fails to enter into a contract with said City or to furnish bond or bonds to validate said contract within ten days after acceptance of this Proposal. eceipt of Addenda No. through is hereby acknowledged. Dated this day of, espectfully submitted, COMPANY SIGNATUE NAME (TYPED O PINTED) TITLE ADDESS TELEPHONE NO. FACSIMILE NO. ADDESS P-8

13 84TH STEET EDEVELOPMENT AEA CITY CENTE INFASTUCTUE PAVEMENT AND SEWES POJECT TEAM & UTILITY CONTACT LIST VICINITY MAP APPLICABLE CITY OF OMAHA STANDAD PLATES GEOTEXTILE FABIC SILT FENCE CONSTUCTION ENTANCE SIDEWALK CONSTUCTION SIDEWALK LOCATION ' ESIDENTIAL CONCETE PAVEMENT ' 4 LANE DIVIDED CONCETE PAVEMENT CONCETE PAVEMENT JOINTS CONCETE CUBS CONCETE MEDIANS CONCETE DIVEWAY CONCETE CUB AMP CUB WALL SEWE BEDDING CUB INLETS CONCETE COLLA AND SEWE TAP EINFOCED CUB INLET COVE WITH FACE AMO STOM SEWE MANHOLE SANITAY SEWE MANHOLE SANITAY SEWE CLEAN-OUT SANITAY SEWE SEVICE ECONNECTION/ELOCATION FLAED END SECTIONS AND BA GATES CAST ION MANHOLE INGS AND COVES, MANHOLE STEPS TYPE "SC" CAST ION GATE AND FAME STEET NAME SIGN LAYOUTS POST MOUNTED SIGNS SIGN POST ANCHOING SYSEMS APPLICABLE NDOT STANDAD PLANS CUB AMPS MANHOLE COODINATING POFESSIONAL 1

14 ITEM No. DESCIPTION UNIT QNTY FINAL 1 MOBILIZATION LS 1 2 EMOVE PAVEMENT SY EMOVE SIDEWALK SF EMOVE MEDIAN SUFACING SF EMOVE 12" O SMALLE SEWE PIPE LF EMOVE 15" TO 18" SEWE PIPE LF EMOVE 48" SEWE PIPE LF EMOVE 54" SEWE PIPE LF 53 9 EMOVE MANHOLE EA 3 10 EMOVE FLAED END SECTION OVE 36" TO 48" EA 1 11 EMOVE FLAED END SECTION OVE 48" TO 60" EA 1 12 EMOVE LIGHT POLE EA 2 13 EMOVE AEA INLET EA 1 14 EMOVE CUB INLET EA 3 15 EMOVE SIGN EA 2 16 EMOVE FENCE LF EMOVE SEGMENTAL ETAINING WALL SF SAW CUT - FULL DEPTH LF EXCAVATION - ON SITE CY UNSUITABLE MATEIAL CY SECUITY FENCE LF TEMPOAY CONTACTO ACCESS OAD SY TEMPOAY 8-INCH SUFACING SY ECONSTUCT MANHOLE TO GADE VF ADJUST MANHOLE TO GADE EA 1 26 ADJUST INLET TO GADE EA 1 27 CONSTUCT 6-INCH CONCETE PAVEMENT (TYPE L65) SY CONSTUCT 8-INCH CONCETE PAVEMENT (TYPE L65) SY CONSTUCT 8-INCH COMBINATION CUB AND GUTTE LF CONSTUCT 8-INCH IMPINTED CONCETE SUFACING SF CONSTUCT 4-INCH PCC SIDEWALK SF CONSTUCT 6-INCH CONCETE MEDIAN SUFACING SF CONSTUCT CONCETE CUB AMP SF AMO-TILE DETECTABLE WANING PANELS SF CONSTUCT GAVITY BLOCK ETAINING WALL SF CONSTUCT SOLDIE PILE ETAINING WALL SF CONSTUCT SMALL BLOCK ETAINING WALL SF CONSTUCT PIPE AILING LF A CONSTUCT 48" BLACK VINYL CHAIN LINK FENCE LF CONSTUCT CUB WALL SF AGGEGATE BEDDING FO 10" STOM SEWE PIPE LF AGGEGATE BEDDING FO 12" STOM SEWE PIPE LF AGGEGATE BEDDING FO 15" STOM SEWE PIPE LF AGGEGATE BEDDING FO 18" STOM SEWE PIPE LF AGEGATE BEDDING FO 24" STOM SEWE PIPE LF AGEGATE BEDDING FO 30" STOM SEWE PIPE LF AGEGATE BEDDING FO 36" STOM SEWE PIPE LF AGEGATE BEDDING FO 42" STOM SEWE PIPE LF AGEGATE BEDDING FO 54" STOM SEWE PIPE LF CONSTUCT 8" HDPE STOM SEWE PIPE LF CONSTUCT 10" HDPE STOM SEWE PIPE LF CONSTUCT 12" HDPE STOM SEWE PIPE LF CONSTUCT 15" HDPE STOM SEWE PIPE LF CONSTUCT 18" HDPE STOM SEWE PIPE LF CONSTUCT 24" HDPE STOM SEWE PIPE LF CONSTUCT 15" CP, CLASS III LF CONSTUCT 18" CP, CLASS III LF CONSTUCT 24" CP, CLASS III LF CONSTUCT 30" CP, CLASS III LF CONSTUCT 36" CP, D(0.01) = 1350 LF CONSTUCT 36" CP, D(0.01) = 1350 (O HDPE) LF CONSTUCT 42" CP, D(0.01) = 1350 LF CONSTUCT 54" CP, D(0.01) = 1350 (O HDPE) LF CONSTUCT 36" CONCETE COLLA EA 1 64 CONSTUCT 54" I.D. STOM MANHOLE VF CONSTUCT 60" I.D. STOM MANHOLE VF CONSTUCT 72" I.D. STOM MANHOLE VF CONSTUCT 84" I.D. STOM MANHOLE VF CONSTUCT 96" I.D. STOM MANHOLE VF CONSTUCT TYPE "C" MANHOLE - NDO STANDAD PLAN EA 1 ITEM No. DESCIPTION UNIT QNTY FINAL 71 CONSTUCT 30" C FLAED END SECTION EA 1 72 CONSTUCT 36" C FLAED END SECTON EA 1 73 CONSTUCT 42" C FLAED END SECTION EA 1 74 CONSTUCT EINFOCED CUB INLET - TYPE III EA 2 75 CONSTUCT CUB INLET - TYPE I EA 3 76 CONSTUCT CUB INLET - TYPE III EA 2 77 CONSTUCT CUB INLET - TYPE IV EA 4 78 CONSTUCT GATED INLET - TYPE "SADDLE CEEK" INLET EA INSTALL FILTEA INLET EA 3 80 AGGEGATE BEDDING FO 6" SANITAY SEWE PIPE LF AGGEGATE BEDDING FO 8" SANITAY SEWE PIPE LF AGGEGATE BEDDING FO 10" SANITAY SEWE PIPE LF CONSTUCT 6" PVC SANITAY SEWE PIPE LF CONSTUCT 8" PVC SANITAY SEWE PIPE LF CONSTUCT 10" PVC SANITAY SEWE PIPE LF CONSTUCT 10" DIP SANITAY SEWE PIPE LF CONSTUCT 6"x8" WYE EA 1 88 CONSTUCT 6" CLEANOUT EA 1 89 INSTALL EXTENAL FAME SEAL EA CONNECT SANITAY SEWE MANHOLE TAP EA 1 91 CONNECT SANITAY SEWE MANHOLE TAP - EXTA DEEP EA 1 92 CONSTUCT 54" I.D. SANITAY MANHOLE VF CONSTUCT IPAP - TYPE "B" TONS " DIA. SCH 40 PVC IN TENCH LF #8 AWG STANDED COPPE WIE W/ THWN INSUL. LF LED GLOBE POST-TOP LUMINAE W/ TAPEED STEEL POLE AND CONC. BASE EA ELECTIAL HANDHOLE/PULLBOX EA LIGHTING SEVICE CABINET EA 1 99 PEMANENT PAINT MAKING - 4" WHITE LF PEMANENT PAINT MAKING - 5" YELLOW LF PEMANENT PEFOMED TAPE MAKING - TYPE 4, 5" WHITE, GOOVED LF PEMANENT PEFOMED TAPE MAKING -TYPE 3, 12" WHITE, GOOVED LF PEMANENT PEFOMED TAPE MAKING - TYPE 3, 24" WHITE, GOOVED LF PEMANENT PEFOMED MAKING TAPE SYMBOL - WHITE DIECTIONAL LEFT AOW, GOOVED EA PEMANENT PEFOMED MAKING TAPE SYMBOL - WHITE DIECTIONAL IGHT AOW, GOOVED EA ADA STALL PAVEMENT MAKING SYMBOL EA EMOVE MAKING LINES - 5" WHITE LF EMOVE MAKING LINES - 12" WHITE LF EMOVE MAKING LINES - 24" WHITE LF EMOVE MAKING SYMBOL - DIECTIONAL AOW EA INSTALL TAFFIC POSTS AND SIGNS, CONTACTO POVIDED LS POVIDE TEMPOAY TAFFIC CONTOL LS INSTALL SEEDING (COVE COP) AC INSTALL SEEDING (NATIVE MIX) AC INSTALL SEEDING TUF (EOSION CONTOL TYPE 2) AC INSTALL INLET POTECTION EA INSTALL EOSION CHECK (WATTLE) LF INSTALL SODDING SY INSTALL SILT FENCE LF INSTALL FLEXAMAT SY INSTALL TUF EINFOCEMENT MAT (TYPE A) SY INSTALL SAFL BAFFLE EA INSTALL SNOUT EA INSTALL 18" I.D. PESEVE EA INSTALL 24" I.D. PESEVE EA INSTALL 30" I.D. PESEVE EA INSTALL 36" I.D. SKIMME EA CONSTUCT WATE QUALITY STUCTUE LS INSTALL CONSTUCTION ENTANCE EA ENTAL OF LOADE, FULLY OPEATED H ENTAL OF BACKHOE, FULLY OPEATED H ENTAL OF DUMP TUCK, FULLY OPEATED H ENTAL OF SKID LOADE, FULLY OPEATED H ENTAL OF CAWLE MOUNTED HYDAULIC EXCAVATO, FULLY OPEATED H ENTAL OF VACUUM TUCK, FULLY OPEATED H 20 SUMMAY OF APPOXIMATE QUANTITIES 4

15 T OVEVIEW 8

16 PHASING NOTES NOTES BAICADING LEGEND PHASE 1 - STOM AND SANITAY SEWE 10

17 NOTES PHASING NOTES BAICADING LEGEND PHASE 2 - STOM AND SANITAY SEWE 14

18 CITY CENTE DIVE ( ) OADWAY POFILES 22

19 LOT 17 ETAINING WALL CITY CENTE DIVE LOT 17 COTTONWOOD AVENUE OUTLOT C CONSTUCT PIPE AILING - SEE DETAIL SHEET 117 LOT 17 WALL ALIGNMENT DATA CONSTUCT ETAINING WALL NOTE: ETAINING WALL GEOMETIC DATA ETAINING WALL PLAN & POFILE 26

20 MAIN STEET (NOTH) 6" CONCETE PAVEMENT (TYPE L65) 8" IMPINTED P.C.C. SUFACE 8" CONCETE PAVEMENT (TYPE L65) CONSTUCT 8" CONCETE CUB & GUTTE - 2' WIDTH 4" P.C.C. SIDEWALK MATCHLINE STA LOT 10 OUTLOT A MATCHLINE STA LOT 13 CONSTUCT EINFOCED CONCETE PIPE - CLASS III LOT 15 OUTLOT A MATCHLINE STA CONSTUCT STOM MANHOLE - STD. PLT CONSTUCT EINFOCED CONCETE CUB INLET - SEE SHEET 122 CONSTUCT GATED INLET SEE SADDLE CEEK INLET DETAIL CONSTUCT EINFOCED CONCETE PIPE, D(0.01) = 1350 CONSTUCT CUB INLET - STD. PLT CONSTUCT HDPE STOM SEWE PIPE CONSTUCT PVC SANITAY SEWE PIPE CONSTUCTION 53

21 MATCHLINE STA " CONCETE PAVEMENT (TYPE L65) COTTONWOOD AVENUE (EAST) AMO-TILE DETECTABLE WANING PANELS INSTALL WATE QUALITY DEVICE 4" P.C.C. SIDEWALK LOT 17 LOT 16 CONSTUCT CONCETE CUB AMP - STD. PLT CONSTUCT 8" CONCETE CUB & GUTTE - 2' WIDTH OUTLOT B CONSTUCT 48" BLACK VINYL CHAIN LINK FENCE 6" CONCETE PAVEMENT (TYPE L65) INSTALL FILTEA INLET SEE FILTEA INLET DETAIL OUTLOT C 8" IMPINTED P.C.C. SUFACE CONSTUCT STOM MANHOLE - STD. PLT ECONSTUCT MANHOLE TO GADE CONSTUCT SANITAY SEWE MANHOLE TAP - STD. PLT CONSTUCT EINFOCED CONCETE PIPE - CLASS III CONSTUCT HDPE STOM SEWE PIPE CONSTUCT SANITAY MANHOLE - STD. PLT CONSTUCT PVC SANITAY SEWE PIPE CONSTUCT EINFOCED CONCETE PIPE, D(0.01) = 1350 CONSTUCT CUB INLET - STD. PLT CONSTUCT PVC SANITAY SEVICE LINE CONSTUCT GATED INLET SEE SADDLE CEEK INLET DETAIL CONSTUCTION 54

22 6" CONCETE PAVEMENT (TYPE L65) CITY CENTE DIVE CONSTUCT SANITAY SEWE MANHOLE TAP - EXTA DEEP - STD. PLT " CONCETE PAVEMENT (TYPE L65) CONSTUCT HDPE STOM SEWE PIPE MATCHLINE STA OUTLOT A LOT 14 LOT 14 CONSTUCT PVC SANITAY SEWE PIPE LOT 15 CONSTUCT 6" SANITAY CLEANOUT - STD. PLT CONSTUCT STOM MANHOLE - STD. PLT LOT 17 CONSTUCT EINFOCED CONCETE PIPE, D(0.01) = 1350 CONSTUCT DIP SANITAY SEWE PIPE CONSTUCT EINFOCED CUB INLET - SEE SHEET 122 CONSTUCT PVC SANITAY SEVICE LINE CONSTUCT EINFOCED CONCETE PIPE - CLASS III CONSTUCT GATED INLET SEE SADDLE CEEK INLET DETAIL CONSTUCT SANITAY MANHOLE - STD. PLT ECONSTUCT MANHOLE TO GADE INSTALL WATE QUALITY DEVICE CONSTUCTION 56

23 CITY CENTE OUTLET LOT 14 CONSTUCT STOM MANHOLE - STD. PLT CONSTUCT EINFOCED CONCETE PIPE, D(0.01) = 1350 CONSTUCT FLAED END SECTION - STD. PLT CONSTUCT IPAP, TYPE "B" CONSTUCT HDPE STOM SEWE PIPE CONSTUCT EINFOCED CONCETE PIPE, CLASS III CONSTUCTION 59

24 CITY CENTE OUTLET & 54" BYPASS CONSTUCT STOM MANHOLE - STD. PLT CONSTUCT FLAED END SECTION - STD. PLT PEPAATION OF STUCTUE - SEE DETAIL SHEET 121 CONSTUCT EINFOCED CONCETE PIPE, D(0.01) = 1350 CONSTUCT CONCETE COLLA - STD. PLT CONSTUCT IPAP, TYPE "B" CONSTUCT 48" BLACK VINYL CHAIN LINK FENCE CONSTUCT TYPE "C" MANHOLE - NDOT STANDAD PLAN CONSTUCT WATE QUALITY STUCTUE OUTLOT C CONSTUCTION 58

25 CITY CENTE STOM OUTLET INSTALL WATE QUALITY DEVICE COTTONWOOD AVE EAST OUTLET STOM SEWE MAP 67

26 CITY CENTE DIVE LOT 14 LOT 15 LOT STOM SEWE PLAN & POFILES 79

27 CITY CENTE DIVE OUTLET LOT 15 LOT STOM SEWE PLAN & POFILES 80

28 CITY CENTE DIVE OUTLET LOT STOM SEWE PLAN & POFILES 81

29 DIVISION 26 - ELECTICAL SPECIFICATIONS SECTION GENEAL POVISIONS SECTION GOUNDING GENEAL EQUIEMENTS ALL EQUIEMENTS UNDE DIVISION ONE AND THE GENEAL AND SUPPLEMENTAY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PAT OF THIS SECTION. EACH CONTACTO SHALL BE ESPONSIBLE TO BECOME THOOUGHLY FAMILIA WITH ALL ITS CONTENTS AS TO EQUIEMENTS WHICH AFFECT THIS DIVISION O SECTION. THE WOK EQUIED UNDE THIS SECTION INCLUDES ALL MATEIAL, EQUIPMENT, APPLIANCES, AND LABO EQUIED TO COMPLETE THE ENTIE SYSTEM AS EQUIED BY THE DAWINGS AND SPECIFICATIONS, O EASONABLY INFEED TO BE NECESSAY TO FACILITATE EACH SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. THE ELECTICAL SEVICE, ALL TANSFOMES, CONDUCTOS, CONDUITS, MOTO FAMES, AND SIMILA CONDUCTING SUFACES IN THIS CONTACT WHICH EQUIE GOUNDING SHALL BE PEMANENTLY AND EFFECTIVELY GOUNDED BY THIS CONTACTO IN A THOOUGH AND EFFICIENT MANNE IN CONFOMANCE TO THE NATIONAL ELECTICAL CODE. ALL CICUITS SHALL HAVE SEPAATE GEEN GOUND CONDUCTO OUTED WITH PHASE CONDUCTOS. SECTION ACEWAYS GENEAL EQUIEMENTS INSPECTION OF SITE THE CONTACTO SHALL PESONALLY INSPECT THE SITE OF THE POPOSED WOK AND BECOME FULLY INFOMED AS TO THE CONDITIONS UNDE WHICH THE WOK IS TO BE DONE. FAILUE TO DO SO WILL NOT BE CONSIDEED SUFFICIENT JUSTIFICATION TO EQUEST O OBTAIN EXTA COMPENSATION OVE AND ABOVE THE CONTACT PICE. MATEIAL AND WOKMANSHIP ALL MATEIAL AND APPAATUS SHALL BE NEW AND IN FIST CLASS CONDITION. ALL MATEIAL AND APPAATUS SHALL HAVE MAKINGS O A NAMEPLATE IDENTIFYING THE MANUFACTUE AND POVIDING SUFFICIENT EFEENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WOKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPEIENCED MECHANICS OF THE POPE TADE. IN GENEAL, ALL MATEIALS AND EQUIPMENT SHALL BE OF COMMECIAL SPECIFICATION GADE IN QUALITY. LIGHT DUTY AND ESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, UNWAYS, TOOLS, MACHINEY AND EQUIPMENT EQUIED FO THE PEFOMANCE OF THE ELECTICAL WOK SHALL BE FUNISHED BY THIS CONTACTO. MATEIAL AND EQUIPMENT SHALL BE STOED AND MAINTAINED IN CLEAN CONDITION, AND POTECTED FOM WEATHE, MOISTUE, AND PHYSICAL DAMAGE. ALL ELECTICAL MATEIALS USED IN THIS WOK SHALL BE APPOVED BY THE UNDEWITE'S LABOATOIES AND SHALL BEA THEI LABEL OF APPOVAL. COODINATION THE CONTACTO SHALL COODINATE ALL WOK WITH OTHE CONTACTOS AND SUBCONTACTOS SO THAT VAIOUS COMPONENTS OF THE ELECTICAL SYSTEMS WILL BE INSTALLED AT THE POPE TIME, WILL FIT THE AVAILABLE SPACE AND WILL ALLOW POPE SEVICE ACCESS TO ALL EQUIPMENT. THE CONTACTO SHALL EFE TO ACHITECTUAL, STUCTUAL AND MECHANICAL DAWINGS AND TO ELEVANT EQUIPMENT DAWINGS TO DETEMINE THE EXTENT OF CLEA SPACES. THE CONTACTO SHALL MAKE ALL OFFSETS EQUIED TO CLEA EQUIPMENT, BEAMS AND OTHE STUCTUAL MEMBES; AND TO FACILITATE CONCEALING CONDUIT IN THE MANNE ANTICIPATED IN THE DESIGN. THE CONTACTO SHALL POVIDE MATEIALS WITH TIM WHICH WILL FIT POPELY THE TYPES OF CEILING, WALL, O FLOO FINISHES ACTUALLY INSTALLED. SUBMITTALS SUBMIT ONE ELECTONIC VESION OF SHOP DAWINGS AND PODUCT DATA ON ALL ELECTICAL EQUIPMENT TO BE POVIDED BY THE CONTACTO. TITLE EACH DAWING WITH POJECT NAME AND NUMBE; IDENTIFY EACH ELEMENT OF DAWINGS BY EFEENCE TO SHEET NUMBE AND DETAIL, SCHEDULE O OOM NUMBE OF CONTACT DOCUMENTS. SEQUENTIALLY NUMBE SUBMITTALS ACCODING THEI SPECIFICATION SECTION NUMBE. EVISED SUBMITTALS SHOULD INCLUDE OIGINAL NUMBE AND A SEQUENTIAL ALPHABETIC SUFFIX. CONTACTO AND SUPPLIE SHALL EVIEW AND STAMP AND SIGN SUBMITTALS PIO TO TANSMITTAL; DETEMINE AND VEIFY FIELD MEASUEMENTS, FIELD CONSTUCTION CITEIA, MANUFACTUES CATALOG NUMBES AND CONFOMANCE OF SUBMITTAL WITH EQUIEMENTS OF CONTACT DOCUMENTS. IDENTIFY IN WITING AT TIME OF SUBMITTAL OF ANY DEVIATIONS FOM EQUIEMENTS OF CONTACT DOCUMENTS. MAK DIMENSIONS AND VALUES IN UNITS TO MATCH THOSE SPECIFIED. MAK ANY FEATUES/OPTIONS BEING POVIDED. DELETE O PUT A LINE THOUGH FEATUES/OPTIONS THAT AE NOT BEING POVIDED. DO NOT FABICATE O ODE PODUCTS O BEGIN WOK THAT EQUIES SUBMITTALS UNTIL APPOVAL OF SUBMITTAL. APPOVAL OF EQUIPMENT DOES NOT CONSTUE APPOVAL OF EQUIPMENT, COMPONENTS, ETC. THAT NO INFOMATION IS FUNISHED TO SHOW COMPLIANCE WITH CONTACT DOCUMENTS. CONTACTO SHALL PAY A SHOP DAWING EVIEW FEE OF $100.00, TO THE ENGINEE, FO EACH SHOP DAWING EVIEW AFTE TWO EVIEWS THAT AE MAKED "ETUNED FO COECTIONS" BY THE ENGINEE. SUBSTITUTIONS THE ENGINEE SHALL BE THE SOLE AND FINAL JUDGE AS TO THE SUITABILITY OF ITEMS SUBSTITUTED FO THOSE SPECIFIED. EQUESTS FO SUBSTITUTIONS SHALL BE SUBMITTED NO LATE THAN TEN (10) DAYS PIO TO THE DAY OF BID OPENING. IF PIO APPOVAL IS NOT GANTED, EQUIPMENT SHALL BE FUNISHED AS SPECIFIED O AS SHOWN ON THE PLANS. THE ENTIE COST OF ALL CHANGES OF ANY TYPE DUE TO SUBSTITUTIONS FO MATEIALS SPECIFIED SHALL BE BONE BY THE CONTACTO AT NO EXTA COST TO THE OWNE AND SHALL EIMBUSE OTHE TADES OF ADDITIONAL COST DUE TO SUBSTITUTION. DOCUMENT EACH EQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF POPOSED SUBSTITUTION WITH CONTACT DOCUMENTS. EQUEST CONSTITUTES A EPESENTATION THAT CONTACTO: 1. HAS INVESTIGATED POPOSED PODUCT AND DETEMINED THAT IT MEETS O EXCEEDS, IN ALL ESPECTS, SPECIFIED PODUCT. 2. WILL POVIDE THE SAME WAANTY FO SUBSTITUTION AS FO SPECIFIED PODUCT. 3. WILL COODINATE INSTALLATION AND MAKE OTHE CHANGES THAT MAY BE EQUIED FO WOK TO BE COMPLETE IN ALL ESPECTS. 4. WAIVES CLAIMS FO ADDITIONAL COSTS O TIME EXTENSION THAT MAY SUBSEQUENTLY BECOME APPAENT. 5. WILL EIMBUSE OWNE FO EVIEW O EDESIGN SEVICES ASSOCIATED WITH E-APPOVAL BY AUTHOITIES. SUBSTITUTIONS WILL NOT BE CONSIDEED WHEN THEY AE INDICATED O IMPLIED ON SHOP DAWING O PODUCT DATA SUBMITTALS WITHOUT SEPAATE WITTEN EQUEST, O WHEN ACCEPTANCE WILL EQUIE SUBSTANTIAL EVISION OF CONTACT DOCUMENTS. DIMENSIONS AND LAYOUTS THE DAWINGS AE SCHEMATIC IN NATUE, BUT SHOW THE VAIOUS COMPONENTS OF THE SYSTEMS APPOXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY AE TO BE INTEGATED WITH OTHE PATS OF THE BUILDING. FIGUED DIMENSIONS SHALL BE TAKEN IN PEFEENCE TO SCALE DIMENSIONS. DETEMINE EXACT LOCATIONS BY JOB MEASUEMENTS, BY CHECKING THE EQUIEMENTS OF OTHE TADES, AND BY EVIEWING ALL CONTACT DOCUMENTS. THE CONTACTO WILL BE HELD ESPONSIBLE FO EOS WHICH COULD HAVE BEEN AVOIDED BY POPE CHECKING AND INSPECTION. ODINANCES AND CODES CONTACTO'S PEFOMANCE, WOKMANSHIP AND MATEIALS SHALL COMPLY WITH NATIONAL FIE POTECTION ASSOCIATION CODES, STATE AND LOCAL BUILDING CODES, AND/O ALL OTHE APPLICABLE CODES AND ODINANCES. CONTACTO SHALL COMPLY WITH ULES AND EGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPATMENTS AFFECTED BY CONNECTION OF SEVICES. CONTACTO SHALL OBTAIN AND PAY FO ALL PEMITS, LICENSES, FEES AND INSPECTIONS EQUIED FO THE WOK UNDE THIS CONTACT UNLESS OTHEWISE SPECIFIED. CONTACTO SHALL BE HELD ESPONSIBLE FO ANY VIOLATION OF THE LAW. CONTACTO SHALL MAINTAIN ALL NECESSAY SIGNAL LIGHTS AND GUADS FO THE SAFETY OF THE PUBLIC. ADJUSTING, ALIGNING AND TESTING ALL CONDUIT SHALL BE UN CONCEALED EXCEPT WHEE OTHEWISE NOTED. ALL CONDUIT UN UNDEGOUND SHALL BE IGID STEEL O PVC SCHEDULE 40. ALL CONDUIT EXPOSED TO WEATHE, O OTHE HAZADOUS CONDITIONS SHALL BE IGID STEEL. ALL OTHE CONDUIT MAY BE THIN-WALL EMT WHEE APPOVED BY LOCAL CODE. FINAL CONNECTION TO EACH MOTO AND TANSFOME, AND TO ANY DEVICE WHICH WOULD OTHEWISE TANSMIT MOTION, VIBATION O NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHEE FLEXIBLE METAL CONDUIT IS EXPOSED TO LIQUIDS, VAPOS O SUNLIGHT, LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE POVIDED WITH AN INSULATED GOUND WIE. CONDUIT INSTALLATION ALL WIING SHALL BE UN IN CONDUIT. ALL CONDUIT UNS SHOWN AE DIAGAMMATIC, EXACT LOCATIONS SHALL BE DETEMINED IN THE FIELD. CONDUIT SHALL BE INSTALLED CONCEALED ABOVE SUSPENDED CEILINGS O CONCEALED IN WALL O IN O BENEATH FLOOS WHEEVE POSSIBLE. UN PAALLEL TO BUILDING CONDUIT SHALL BE INSTALLED TO EQUIEMENTS OF STUCTUE AND TO EQUIEMENTS OF ALL OTHE WOK ON THE POJECT. CONDUIT SHALL BE INSTALLED TO CLEA ALL OPENINGS, DEPESSIONS, PIPES, DUCTS, EINFOCING STEEL, AND SIMILA ITEMS. CONDUIT SET IN FOMS FO CONCETE STUCTUE SHALL BE INSTALLED IN SUCH A MANNE THAT INSTALLATION WILL NOT AFFECT THE STENGTH OF THE STUCTUE. EXCEPT WHEE APPOVED IN WITING BY THE ACHITECT, NO CONDUIT SHALL BE UN IN A SLAB ON GADE. CONDUIT SHALL BE LOCATED IN GANULA FILL BELOW SLABS-ON GADE. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBE OF BENDS AND NOT MOE THAN THE EQUIVALENT OF FOU 90 BENDS BETWEEN CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE WITHOUT FLATTENING CONDUIT O FLAKING ENAMEL. ADIUS OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVE SHOTE THAN THE COESPONDING TADE ELBOW. LONG ADIUS ELBOWS SHALL BE USED WHEE NECESSAY. CONDUITS SHALL BE SECUELY FASTENED IN PLACE WITH APPOVED STAPS, HANGES AND STEEL SUPPOTS AS EQUIED. SINGLE CONDUITS FO FEEDES SHALL BE HUNG WITH MALLEABLE SPLIT ING HANGES WITH OD AND TUNBUCKLE SUSPENSION FOM INSETS SPACED NOT OVE 10 FEET APAT IN CONSTUCTION ABOVE. GOUPS OF HOIZONTAL FEEDE CONDUITS SHALL BE CLAMPED TO UNISTUT STEEL CHANNELS AND SUSPENDED FOM INSETS SPACED NOT OVE 10 FEET APAT IN CONSTUCTION ABOVE. VETICAL FEEDE CONDUITS SHALL BE SECUELY CLAMPED TO STUCTUAL STEEL MEMBES ATTACHED TO STUCTUE. CABLE CLAMPS SHALL BE INSTALLED FO SUPPOT OF VETICAL FEEDES WHEE EQUIED. CONDUIT SUPPOTS SHALL BE ADDED WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPOTED FOM SUSPENDED CEILING COMPONENTS. CONDUIT ENDS SHALL BE EAMED BEFOE INSTALLATION AND ALL CONDUIT SHALL BE THOOUGHLY CLEANED BEFOE INSTALLATION AND KEPT CLEAN AFTE INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED O COVEED AS EQUIED TO KEEP CONDUIT CLEAN DUING CONSTUCTION AND ALL CONDUIT SHALL BE FISHED CLEA OF OBSTUCTIONS BEFOE THE PULLING OF WIES. ALL CONDUIT SHALL BE OF AMPLE SIZE FO PULLING OF WIE AND SHALL NOT BE SMALLE THAN CODE EQUIEMENTS AND NOT LESS THAN 3/4" IN SIZE. ALL ELECTICAL WOK SHALL BE POTECTED AGAINST DAMAGE DUING CONSTUCTION. ANY WOK DAMAGED O MOVED OUT OF LINE AFTE OUGHING-IN SHALL BE EPAIED TO MET ENGINEE'S APPOVAL WITHOUT ADDITIONAL COST TO THE OWNE. CONDUIT TEMINATIONS AT PANELBOADS, SWITCHBOADS, MOTO CONTOL EQUIPMENT AND JUNCTION BOXES SHALL BE ALIGNED AND INSTALLED TUE AND PLUMB. INSTALL APPOVED EXPANSION FITTINGS WHEE CONDUIT O EMT PASSES THOUGH EXPANSION JOINTS. INSTALL A PULL WIE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE CONTACTO FO INSTALLATION OF WIES O CABLES BY OTHES. MAKE ALL JOINTS AND CONNECTIONS IN A MANNE WHICH WILL INSUE MECHANICAL STENGTH AND ELECTICAL CONTINUITY. THU-WIING OF LIGHT FIXTUES IS NOT PEMITTED. BUSHINGS AND LOCKNUTS WHEE CONDUITS ENTE BOXES, THEY SHALL BE IGIDLY CLAMPED TO THE BOX BY A BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTE THE BOX SQUAELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE ION AND SHALL HAVE SHAP, CLEAN-CUT THEADS. WHEE THIN-WALL CONDUIT ENTES BOX, POVIDE APPOVED E.M.T. CONNECTOS. USE INSULATED GOUNDING BUSHINGS WHEEVE CONNECTION IS SUBJECT TO VIBATION O MOISTUE. SECTION EQUIPMENT IDENTIFICATION THIS CONTACTO SHALL FUNISH AND INSTALL EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL PANELBOADS, SWITCHES, STATES, ETC., INCLUDING SWITCHES IN DISTIBUTION PANELS. NAMEPLATES SHALL BE ENGAVED PHENOLIC PLASTIC AND SHALL BE FIMLY ATTACHED TO THE EQUIPMENT WITH SELF-TAPPING, STAINLESS STEEL SCEWS O STAINLESS STEEL MACHINE SCEWS WITH NUTS AN FLAT AND LOCK WASHES. NAMEPLATES SHALL CLEALY IDENTIFY EACH ITEM AND WHAT IT CONTOLS. SECTION PANELBOADS DESCIPTION: NEMA PB1, CICUIT BEAKE TYPE, LIGHTING AND APPLIANCE BANCH CICUIT PANELBOAD. PANELBOAD BUS: COPPE, ATINGS AS INDICATED. POVIDE COPPE GOUND BUS IN EACH PANELBOAD; POVIDE INSULATED GOUND BUS WHEE SCHEDULED. MINIMUM INTEGATED SHOT CICUIT ATING: 10,000 AMPEES MS SYMMETICAL FO 240 VOLT PANELBOADS; 14,000 AMPEES MS SYMMETICAL FO 480 VOLT PANELBOADS. MOLDED CASE CICUIT BEAKES: NEMA AB 1, BOLT-ON TYPE THEMAL MAGNETIC TIP CICUIT BEAKES, WITH COMMON TIP HANDLE FO ALL POLES, LISTED AS TYPE SWD FO LIGHTING CICUITS, TYPE HAC FO AI CONDITIONING EQUIPMENT CICUITS, CLASS A GOUND FAULT INTEUPTE CICUIT BEAKES WHEE SCHEDULED. DO NOT USE TANDEM CICUIT BEAKES. ENCLOSUE: NEMA PB 1, TYPE 1. CABINET BOX: 6 INCHES (153 MM) DEEP, 20 INCHES WIDE. CABINET FONT: SUFACE CABINET FONT AS INDICATED WITH CONCEALED TIM CLAMPS, CONCEALED HINGE, METAL DIECTOY FAME, AND FLUSH LOCK ALL KEYED ALIKE. FINISH IN MANUFACTUE'S STANDAD GAY ENAMEL. ACCEPTABLE MANUFACTUES SHALL BE SQUAE D, SIEMENS, GENEAL ELECTIC AND CUTLE HAMME. INSTALLATION 8 ELAY PANEL "P1" PANEL "L1" SHEET NOTES: (SYMBOLS 1, 2, ETC.) POWE CO. PIMAY. POVIDE (1) 4" CONDUIT FOM TANSFOME TO POWE CO. SWITCH. 2. TANSFOME PAD (BY ELECTICAL CONTACTO). SEE OPPD METE SPECIFICATION MANUAL 1Ø PADMOUNT TANSFOME SLAB DETAIL FO ADDITIONAL INFOMATION. 3. POWE CO. SECONDAY. POVIDE (3) #4 IN 1-1/4" CONDUIT. 4. LIGHTING SEVICE CABINET CONCETE PAD. POVIDE A 5" THICK (MIN.) PAD WITH 3/4" CHAMFE ON EDGES AND 6"X6" WELDED WIE MESH EINFOCEMENT. POVIDE (2) 12" DIA. BY 48" DEEP CONCETE PIES, ONE AT EACH END, BELOW PAD. EXTEND PAD 6" BEYOND FOOTPINT OF LIGHTING SEVICE CABINET IN ALL DIECTIONS. 5. POWE CO. METE SOCKET (BY ELECTICAL CONTACTO). COODINATE LOCATION AND INSTALLATION WITH POWE CO. INSTALL PE OPPD METE SPECIFICATION MANUAL. POVIDE STAINLESS STEEL MOUNTING HADWAE AND WEATHEPOOF FITTINGS. 6. POVIDE (3) #4 IN 1-1/4" CONDUIT. 7. POVIDE (1) #8 IN 1" CONDUIT TO (1) 5/8" DIA. X 10'-0" (MIN.) COPPE CLAD GOUND OD POVIDE (3) 1" CONDUITS AND EXTEND 5'-0" (MIN.) BEYOND FOOTPINT OF CONCETE PAD INTO ADJACENT GASS AEA. CAP AND FLAG CONDUIT ENDS. 9. POVIDE (2) GFCI DUPLEX ECEPTACLES WITH DEDICATED 120V ELECTICAL CONNECTION TO PANEL "L1". 10. LIGHTING CONTOL ELAY PANEL "P1". POVIDE LC&D BLUE BOX LT ELAY PANEL, CATALOG #G1408 LT ENC SM NE4 G1408 LT INT 04DPNC DTC DV D14 (O APPOVED EQUAL). POVIDE DEDICATED 120V ELECTICAL CONNECTION TO PANEL "L1". INSTALL PE MANUFACTUE'S INSTUCTIONS. 11. LIGHTING SEVICE CABINET. POVIDE HOFFMAN (O APPOVED EQUAL) FEE STANDING NEMA 4X STAINLESS STEEL ELECTICAL EQUIPMENT ENCLOSUE SIZED TO ACCOMMODATE THE ELECTICAL EQUIPMENT INDICATED. ENCLOSUE TO HAVE (2) FULL HEIGHT LOCKABLE HINGED DOOS. POVIDE ALL MOUNTING HADWAE AND ACCESSOIES NECESSAY FO A COMPLETE INSTALL. POWE CO. XFM 2 PVC CONDUIT FO GOUND CONDUCTO GOUND OD 5/8'' X 10'-0'' MIN. COPPE CLAD ONE PIECE BOLT CICLE DIA, COODINATE WITH POLE EQUIEMENTS 1'' PEFOMED EXP. JOINT FILLE SIDEWALK FUNISH AND INSTALL IN-LINE BALLAST FUSES IN BUSSMANN "TON" WEATHEPOOF FUSE HOLDES #HEB WITH #KTK FUSES. FUSE EACH LUMINAIE SEPAATELY (SIZE AS EQUIED, 5A MAX.) ANCHO BOLT POJECTION 2 3/4'' 1'' PEFOMED EXP. JOINT FILLE 12" MIN. ATTACH GOUNDING CONDUCTO TO GOUNDING LUG IN POLE O TANSFOME BASE LIGHTING FOUNDATION DATA MOUNTING HEIGHT A B UP TO 30' 31' TO 40' 41' TO 50' 2'-0" 2'-0'' 2'-0'' 3'' MIN. ALL SIDES 2'-6'' 5'-0'' 5'-6'' 6'-0'' A 3'' MIN. STEEL 50 lb. 55 lb. 63 lb. CONCETE CLASS ''47B-3000'' EINFOCING STEEL: GADE 60 ANCHO BOLTS: 1'' DIA. (AASHTO M314, G.55) HEAVY HEX GALVANIZED NUTS: (AASHTO M291, G A) FLAT WASHES GALVANIZED: (AASHTO M293) CONCETE 0.58 CU. YDS CU. YDS CU. YDS. BELL END METAL BOLT COVE ANCHO BOLTS BY POLE MANUFACTUE 1'' CHAMFE JOINT SEALING FILLE (HOT POUED TYPE) SIDEWALK 30" MIN. PVC O IGID CONDUIT FO FEEDE CABLE (SIZE AS SPECIFIED) 7-NO.6 BAS SPACED EVENLY AOUND EBA STUCTUE CICUMFEENCE N0.4 BAS EQUALLY SPACED MAX. 12" O.C. B GALVANIZED 8'' MIN. 4" 6" 3'-0" ANCHO BOLT DETAIL NOT TO SCALE ALL ELECTICAL EQUIPMENT ON THIS POJECT FUNISHED UNDE THIS DIVISION AND ALL ELECTICAL EQUIPMENT FUNISHED BY OTHES SHALL BE ADJUSTED, ALIGNED AND TESTED FO POPE OPEATION BY THE ELECTICAL CONTACTO. COMPLETE WIING SYSTEMS SHALL BE FEE FOM SHOT CICUITS. ALL MOTOS SHALL BE VEIFIED FO POPE OTATION. INSTALL PANELBOADS IN ACCODANCE WITH NEMA PB 1.1 AND THE NECA "STANDAD OF INSTALLATION." INSTALL PANELBOADS PLUMB. INSTALL ECESSED PANELBOADS FLUSH WITH WALL FINISHES. THE CONTACTO SHALL MAINTAIN ON THE POJECT PEMISES THE FOLLOWING AT ALL TIMES: A TUE MS EADING VOLTMETE, A TUE MS EADING AMMETE, AND A MEGGE INSULATION ESISTANCE TESTE. THE CONTACTO SHALL POVIDE TEST DATA ATINGS AS EQUESTED O AS EQUIED. GUAANTEE GUAANTEE AGAINST DEFECTIVE WOKMANSHIP AND MATEIAL FO A PEIOD OF ONE YEA FOM DATE OF WITTEN FINAL ACCEPTANCE. GUAANTEE SHALL INCLUDE MATEIAL TO BE EPLACED AND ALL LABO EQUIED. SECTION WIE ALL WIE SHALL HAVE COPPE CONDUCTOS, WITH U.L. LABEL, AND 600 VOLT INSULATION. ALL WIE SHALL BE UN IN CONDUIT. SEVICE ENTANCE CABLE SHALL BE TYPE USE, THWN O XHHW WITH STANDED CONDUCTOS. ALL FEEDE AND BANCH CICUIT WIE #8 AWG AND LAGE SHALL BE TYPE THWN O XHHW, BOTH WITH STANDED CONDUCTOS. ALL WIE #10 AWG AND SMALLE SHALL BE TYPE THWN (WET O DAMP LOCATIONS, O IN CONDUIT BELOW GADE O SLAB) O THHN (DY LOCATIONS ONLY AND ABOVE GADE), BOTH WITH SOLID CONDUCTOS. WIE WITHIN FLUOESCENT FIXTUE CHANNELS SHALL BE TYPE THHN. ALL BANCH CICUIT WIING SHALL BE NOT SMALLE THAN #12 AWG WIE. IF NO WIE SIZE IS INDICATED ON THE PLANS FO A BANCH CICUIT, POVIDE #12AWG WIE AND A 20A CICUIT BEAKE. CONTOL WIING SHALL HAVE 600V INSULATION AND BE OF THE POPE TYPE, SIZE AND NUMBE AS EQUIED TO ACCOMPLISHED SPECIFIED FUNCTION. NO MOE THAN 6 ECEPTACLES O 16 AMPS OF LOAD PE CICUIT. WIING INSTALLATION ALL WIING SHALL BE INSTALLED IN APPOVED ACEWAY AND ENCLOSUES. SUPPOT ALL WIE AND CABLES IN VETICAL INSTALLATIONS AS EQUIED BY CODE BY INSTALLING CABLE SUPPOTES O PLUG-TYPE CONDUIT ISE SUPPOTS. ALL WIE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS O SPLICES. ALL SPLICES O TAPS SHALL OCCU IN APPOVED BOXES AND ENCLOSUES AND SHALL BE KEPT TO THE MINIMUM EQUIED, AND SHALL BE MADE UP WITH APPOVED SOLDELESS CONNECTOS. ALL SPLICES, TAPS, AND JOINTS SHALL BE INSULATED AS EQUIED BY CODE. ALL MATEIALS USED TO TEMINATE, SPLICE O TAP CONDUCTOS SHALL BE DESIGNED FO, POPELY SIZED FO, AND U.L. LISTED FO THE SPECIFIC APPLICATION AND CONDUCTOS INVOLVED, AND SHALL BE INSTALLED IN STICT ACCODANCE WITH THE MANUFACTUE'S ECOMMENDATIONS, USING THE MANUFACTUE'S ECOMMENDED TOOLS. WHEE WIE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED "FUTUE" O "BY OTHES", CONTACTO SHALL LEAVE A MINIMUM OF 3 FEET OF "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTOS, AND COVE THE BOX. CONDUCTOS SHALL HAVE INSULATION OF THE POPE COLO TO MATCH NEC COLO CODE SYSTEM AND IN THE TABLE BELOW. IN LAGE WIE SIZES WHEE POPELY COLOED INSULATION IS NOT AVAILABLE, THE CONTACTO SHALL USE VINYL PLASTIC ELECTICAL TAPE OF THE APPOPIATE COLO AOUND EACH CABLE AT ALL TEMINATION POINTS, JUNCTION AND PULL BOXES. SYSTEM VOLTAGE, CONDUCTO TYPE, COLO: 208Y/ Y/277 BLACK PHASE A BOWN ED PHASE B OANGE BLUE PHASE C YELLOW WHITE NEUTAL GAY GEEN EQUIPMENT GOUND GEEN GEEN W/ ISOLATED GOUND YELLOW STIPE HEIGHT: 6 FEET (1800 MM) TO TOP OF PANELBOAD; INSTALL PANELBOADS TALLE THAN 6 FEET (1800 MM) WITH BOTTOM NO MOE THAN 4 INCHES (100 MM) ABOVE FLOO. POVIDE FILLE PLATES FO UNUSED SPACES IN PANELBOADS. POVIDE TYPED CICUIT DIECTOY FO EACH BANCH CICUIT PANELBOAD. EVISE DIECTOY TO EFLECT CICUITING CHANGES EQUIED TO BALANCE PHASE LOADS. POVIDE ENGAVED PLASTIC NAMEPLATES. GOUND AND BOND PANELBOAD ENCLOSUE ACCODING TO NEC. MEASUE STEADY STATE LOAD CUENTS AT EACH PANELBOAD FEEDE; EAANGE CICUITS IN THE PANELBOAD TO BALANCE THE PHASE LOADS TO WITHIN 20 PECENT OF EACH OTHE. MAINTAIN POPE PHASING FO MULTI-WIE BANCH CICUITS. SECTION WIING DEVICES FUNISH AND INSTALL THE FOLLOWING OUTLETS AND SWITCHES WHEE SHOWN O EQUIED. MINO CHANGES ELATIVE TO THE LOCATION OF ELECTICAL EQUIPMENT MAY BE MADE BY THIS CONTACTO TO COMPLY WITH STUCTUAL AND BUILDING EQUIEMENTS AS DETEMINED IN THE COUSE OF CONSTUCTION. ALL OUTLETS AND SWITCHES MUST BE OF THE SAME MANUFACTUE AND NOT MIXED ON THE POJECT. COLO OF TOGGLES AND ECEPTACLES SHALL BE AS EQUIED BY THE ACHITECT. DUPLEX ECEPTACLE: PASS & SEYMOU #5362 SINGLE POLE SWITCH: PASS & SEYMOU #20AC1 THEE-WAY SWITCH: PASS & SEYMOU #20AC3 PILOT LIGHT SWITCH: PASS & SEYMOU #20AC1-PL KEY SWITCH: PASS & SEYMOU #20AC1-L GFCI DUPLEX ECEPTACLE: PASS & SEYMOU #2091 ISOLATED GOUND ECEPTACLE: PASS & SEYMOU #IG6300 (NEMA 5-20IG) EQUIVALENT HUBBELL, LEVITON AND BYANT, WILL BE ACCEPTABLE. OTHE DEVICES SHOWN ON THE PLANS BUT NOT CALLED OUT ABOVE SHALL BE OF THE SAME CONSTUCTION QUALITY AS DEFINED BY THE MODEL NUMBES SHOWN. SWITCH AND OUTLET COVE PLATES ALL SWITCH AND OUTLET PLATES SHALL BE P&S SMOOTH PLASTIC. SWITCH PLATES IN UNFINISHED OOMS AND SPACES SHALL BE STAMPED STEEL PLATES, CADMIUM PLATED. GOUPS OF SWITCHES SHALL BE UNDE ONE GANG-PLATE, USUALLY MOUNTED HOIZONTALLY; WHEE EQUIED BY DETAILS, VETICAL MOUNTING SHALL BE USED INSTEAD. PLATES SHALL BE SET PLUMB, PAALLEL, AND SHALL FINISH FLUSH WITH THE WALL. WEATHEPOOF COVE PLATES SHALL BE CAST ALUMINUM LISTED AND LABELED EXTA DUTY WITH PVC GASKETING AND ATED FO "WHILE-IN-USE". LOCATIONS OF OUTLETS, SWITCHES AND OTHE WIING DEVICES OUTLETS MUST BE CENTEED WITH EGAD TO PANELING, FUING, AND TIM. ANY OUTLET WHICH IS IMPOPELY LOCATED MUST BE COECTED AT THE CONTACTO"S EXPENSE. OUTLETS MUST BE SET PLUMB O HOIZONTAL AND SHALL EXTEND TO THE FINISHED SUFACE OF THE WALL, CEILING O FLOO AS THE CASE MAY BE WITHOUT POJECTING BEYOND SAME. ECEPTACLES, SWITCHES, AND OTHE WIING DEVICES SHOWN ON WOOD TIM, CASES O OTHE FIXTUES SHALL BE INSTALLED SYMMETICALLY ON SUCH TIM O FIXTUE AND WHEE NECESSAY, SHALL BE SET WITH THE LONG DIMENSION OF THE PLATE HOIZONTAL, O SHALL BE GANGED IN TANDEM LIGHTING SEVICE CABINET DETAIL NOT TO SCALE " " " " " " CONCETE FOUNDATION NOT TO SCALE ALL TEMINAL BLOCKS AND WIE TEMINALS FO CONTOL WIING SHALL BE POPELY NUMBEED FO IDENTIFICATION WITH VINYL STICK-ON MAKES O EQUIVALENT. ALL ECEPTACLE AND NON-LIGHTING EQUIPMENT BANCH CICUITS SHALL HAVE AN EQUIPMENT GOUND CONDUCTO INSTALLED IN THE BANCH CICUIT ACEWAY, SIZED IN ACCODANCE WITH NEC TABLE VOLTAGE DOP IN BANCH CICUITS SHALL NOT EXCEED 2%. 98

30 W W W W W W MATCHLINE STA CITY CENTE DIVE W MATCHLINE STA MATCHLINE STA OUTLOT A LOT 14 MATCHLINE STA INSTALL SEEDING (COVE COP) INSTALL INLET POTECTION INSTALL SLOPE EOSION CHECK (WATTLE) LOT 15 LOT 17 EOSION CONTOL 106

31 W W CITY CENTE STOM OUTLET W MATCHLINE STA W W W LOT 14 W W INSTALL SEEDING (COVE COP) INSTALL TUF EINFOCEMENT MAT (TYPE A) INSTALL SLOPE EOSION CHECK (WATTLE) INSTALL SWALE EOSION CHECK (WATTLE) W EOSION CONTOL 107

32 TYPICAL PIPE AILING ON GAVITY BLOCK WALL DETAIL GAVITY BLOCK ETAINING WALL SECTION FENCE SLEEVE DETAIL TYPICAL PIPE AILING BEHIND SOLDIE PILE WALL DETAIL SOLDIE PILE ETAINING WALL SECTION TYPICAL BLACK VINYL CHAIN LINK FENCE DETAIL DETAILS 117

33 EXPANSION JOINT DETAIL CONSTUCTION JOINT DETAIL "V" CUT DETAIL CONTOL JOINT DETAIL STANDAD COSSWALK DETAIL LAYOUT STANDAD COSSWALK DETAIL SECTION DECOATIVE COSSWALK DETAIL SECTION DETAILS 118

34 DETAILS 122

35 LOT 14 OUTLOT C LOT 17 LOT 14 & LOT 17 GADING PLAN 125

36 LOT 14 OUTLOT C LOT 17 Cut/Fill Summary Name Cut Factor Fill Factor 2d Area Cut Fill Net OA_VOL-LOT17 OA_VOL-LOT Sq. Ft Sq. Ft Cu. Yd Cu. Yd Cu. Yd Cu. Yd Cu. Yd.<Cut> Cu. Yd.<Fill> Totals Sq. Ft Cu. Yd Cu. Yd Cu. Yd.<Cut> LOT 14 & LOT 17 CUT/FILL PLAN 126

37 84th Street edevelopment Area City Centre Infrastructure Pavement and Sewers SPECIAL POVISIONS 1. CITICAL PATH METHOD (CPM) SCHEDULE See Section 8.03, Prosecution of the Work, in the City of Omaha Specifications for Public Works Construction, 2014 or Later Edition including all Addenda. Delete all references to an Activities Schedule Chart (ASC). The Contractor s CPM schedule shall include the activities of all utility companies having facilities on the project. The Contractor shall submit a revised CPM schedule whenever the Contractor s progress falls behind his/her schedule. The Contractor shall submit the revised schedule within seven (7) days of falling behind his/her schedule. 2. POGESSION OF WOK The Contractor is made aware of the Migratory Bird Treaty Act. The Contractor should schedule clearing and grubbing outside of the primary nesting season, generally occurring between April 1st and July 15th, to the extent practicable. Should it appear that clearing and grubbing will result in unavoidable conflict with a nesting bird s eggs or young, the Contractor will be required to complete a nesting survey. This may require the Contractor to restructure their activities to avoid an area, thereby allowing fledging of the nest. The Contractor shall coordinate with the adjacent businesses and property owners impacted by roadway or driveway closures to clearly identify routes for ingress and egress to the properties as required throughout all phases of the project. The Contractor shall notify all adjacent property owners in writing a minimum of forty-eight (48) hours in advance of any changes in access, parking, or use of their property that may be required to complete the work throughout the duration of the project. A copy of the written notice shall be provided to the Engineer for approval prior to property notification. The Contractor shall place signs along the roadways a minimum of five (5) calendar days in advance of the start of work that would close or shift traffic along the public roadways (subsidiary to Barricades and Warning Signs). The Contractor shall maintain access at all times to the McDonald s, Chili s, Lot 1 carwash, and First National Bank within the project boundaries. The Contractor shall also maintain access to the private development lot contractors and private utilities contractors. See the UTILITIES section of these special provisions for a description and anticipated schedule for completion of the utility work on the project. SP-5