RFB 2024-08-09 Addendum 02 Soda Springs Park Playground.pdf
PDF 3 MB Posted
- Solicitation number
- RFB 2024-014
- Issued by
- El Paso County, Manzanola Town, Colorado
About this file
This document is Addendum 02 for the Soda Springs Park Playground Improvements project, issued by the City of Manitou Springs on August 28, 2024. The addendum provides updates and clarifications for the bid documents related to playground renovation, including new play equipment, grading, drainage, steps, handrails, concrete and crusher fines paving, decorative metal fencing, site furnishings, planting, and irrigation. The addendum incorporates responses to bidder questions and includes irrigation as-built drawings from phase 1, with no revisions to drawing sheets. Contractors are instructed to acknowledge receipt of this addendum on their bid form, and the addendum will be attached to the original Contract Documents dated March 22, 2024.
The document includes critical information for potential bidders, such as clarifications on permits (a Flood Plain Development Permit and Grading/Erosion Control Permit are required), utility locations, and project specifics. Key details from the bidder questions reveal that the contractor will be responsible for street closures and traffic control, playground equipment use zones have been calculated, and the city will contract third-party testing for concrete, form inspections, and compaction. The warranty period begins upon Substantial Completion, and the project includes specifics about existing site conditions, such as a concrete footer for the Mosaic Wall. The city has also clarified that the previously mentioned year of mowing maintenance has been removed, with only a 12-month warranty for planting and sod remaining.
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Text version
SODA SPRINGS PARK PLAYGROUND PLAYGROUND IMPROVEMENTS
HCM Job No. 223108.00
ADDENDUM 02 009113.02 - 1
1. DOCUMENT 009113.02 – ADDENDUM 02
1.1 PROJECT INFORMATION
B. Project Name: Soda Springs Park Playground Improvements
1. Owner: City of Manitou Springs
2. Owner Project Number 2024-014
3. Landscape Architect: Hord Coplan Macht (HCM).
4. Landscape Architect Project Number: 223108
1.2 NOTICE TO BIDDERS
A. This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract.
B. Incorporate the following modifications, corrections, additions and /or deletions into the Drawings, Specifications, and Construction Documents issued for this project.
C. This Addendum is dated August 28, 2024, and will be attached to and become part of the Contract Documents dated March 22, 2024, and submitted with the Contract.
D. There have been occasions when the failure of a Contractor to acknowledge receipt of Addenda has cost him/her the award of a Contract. Please acknowledge receipt of this Addendum on the Bid Form.
1.3 ATTACHMENTS
A. This Addendum includes the following attached Documents and Specification Sections:
1. Response to Bidder Questions, dated 08.28.2024.
2. Irrigation As-builts from phase 1.
1.4 REVISIONS TO DRAWING SHEETS
A. N/A
END OF DOCUMENT 009113.02
8/28/2024
Contractor: # Reference: Question: Response:
These questions were received prior to the deadline for questions but were missed. Responses to outstanding questions are below.
1 Are any stormwater permits needed? Any other permits?
We have a Flood Plain Development Permit. The contractor will need to get
Grading/Erosion Control Permit through the City. The contract documents include erosion control drawings. Erosion control will be monitored by the City during construction.
2 Are utilities located along Park Avenue (in between sidewalk and park)? All known utilities are shown on the existing conditions.
3 Who is responsible for street closures/ traffic control? The contractor is responsible for this.
4 Are playground equipment use zones already calculated and accounted for? Yes, all use zones are accounted for on the drawings.
5 When does the warranty period begin for the project? The warranty period begins when Substantial Completion is approved.
6 Will there be testing for the concrete? Yes. The city will contract with a 3rd party for testing.
Will there be form inspections? Yes. The city will contract with a 3rd party for testing. The design team will also perform inspections
8 Will there be form Compaction testing?
Yes. The city will contract with a 3rd party for testing. The design team will also perform inspections
9 Can you confirm the existing Mosaic Wall attachment. Concrete footer or dirt base? The wall attachment is a concrete footer.
10 Can you confirm the footing size for the existing playground equipment to be removed? The foundation sizes of existing playground equipment are unknown.
For “Fix existing irrigation,” (on I-100) Is there known issues, and if so, can you describe them? Is there a SF area where there are issues with existing irrigation?
No known issues. Repair any damage to existing irrigation that may occur during construction.
12 Do you have as-builts of the existing irrigation? As-built drawings for irrigation for phase 1 are attached.
The spec calls out a years’ worth of mowing and other maintenance items. Can you confirm what the maintenance will cover and add a line item for this or direct us where to include the cost?
Please disregard the 1 year of mowing. There is only a 12 month warranty from date of planting completion for plants and sod.
Soda Springs Park Playground
Improvements
Contractor Bidding Questions
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ANITOU AVE
FOUNTAIN CREEK
PARK AVE
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11/2" 11/2"
11/2"
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11 1"
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6 1"
A4
11 1"
A3
7 1"
A5
14 1"
A6
14 1"
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977 www.hcm2.com
1800 Wazee Street
Suite 450
Denver, CO 80202 hord|coplan|macht
DATE: 10/23/2020
SEAL:
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CITY OF MANITOU
SPRINGS
SODA SPRINGS PARK
DZ
DZ
220109.00
DZ
35 PARK AVENUE
MANITOU SPRINGS, COLORADO 80829
606 MANITOU AVENUE
MANITOU SPRINGS, COLORADO 80829
CIVIL ENGINEER:
COLLINS ENGINEERS, INC.
455 SHERMAN STREET
DENVER, COLORADO 80203
LIGHTING / ELECTRICAL ENGINEER:
AE DESIGN
1900 WAZEE STREET, SUITE 205
DENVER, COLORADO 80202
IRRIGATION DESIGN:
AVOCET IRRIGATION DESIGN
7114 WEST JEFFERSON AVENUE
LAKEWOOD, COLORADO 80235
No. Date Revision
I-101
IRRIGATION PLAN -
PHASE 1
1" = 10'-0"
A1
IRRIGATION PLAN - PHASE 1
0' 5' 10' 20' 30'
SCALE: 1" = 10'-0"
REMOVE EXISTING METER AT INDICATED LOCATION. INSTALL NEW 3/4" METER
ASSEMBLY WITHIN NEW PIT PER DETAIL. EXTEND 3/4" K COPPER AT 54" DEPTH TO
BACKFLOW PREVENTER LOCATION. INSTALL 3/4" STOP AND WASTE VALVE AT 54"
DEPTH IN PLAY PIT ADJACENT TO RETAINING WALL. WITHIN ELEVATED PLANTER
AREA INSTALL ONE 3/4" REDUCED PRESSURE BACKFLOW PREVENTER AND
ENCLOSURE, ONE 3/4" MANUAL DRAIN VALVE, ONE 1" FLOW SENSOR, ONE QUICK
COUPLING VALVE, ONE 1" MASTER VALVE AND EXTEND SCHEDULE 40 PVC MAINLINE
AS SHOWN. WORK SHALL CONFORM TO LOCAL CODE. FEES AND PERMITS
ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL
LOCATION OF BACKFLOW PREVENTER AND OTHER IRRIGATION EQUIPMENT SHALL
BE REVIEWED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO START OF
WORK.
REMOVE EXISTING CONTROLLER AND POST. RETURN CONTROLLER TO OWNER.
DISPOSE OF POST.
INSTALL RAIN BIRD ESP-LXMEF SERIES 12 STATION CONTROLLER WITHIN
ENCLOSURE AT SAME LOCATION. RECONNECT 120 VOLT ELECTRICAL POWER TO
CONTROLLER. ELECTRICAL POWER AND CONNECTION TO CONTROLLER IS BY
CONTRACTOR WITH WORK CONFORMING TO LOCAL CODE. FEES AND PERMITS
ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL
LOCATION OF CONTROLLER SHALL BE REVIEWED AND APPROVED BY OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
EXTEND EIGHT SPARE BLACK CONTROL WIRES WITH COMMON FROM CON-
TROLLER "A" TO INDICATED LOCATION. STUB WIRES IN VALVE BOX CON-
TAINING GATE VALVE.
CONNECT NEW MAINLINE TO EXISTING MAINLINE AT APPROX. LOCATION
SHOWN. EXTEND THREE RED CONTROL AND ONE WHITE COMMON WIRES
TO SAME LOCATION AND CONNECT TO EXISTING WIRING FOR THREE
EXISTING ELECTRIC VALVES.
CONNECT NEW MAINLINE TO EXISTING MAINLINE AT APPROX. LOCATION
SHOWN. EXTEND ONE RED CONTROL AND ONE WHITE COMMON WIRES
TO SAME LOCATION AND CONNECT TO EXISTING WIRING FOR ONE EXIST-
ING ELECTRIC VALVES.
CORE DRILL (4" DIA.) EXISTING CONCRETE WALL AT 24" DEPTH OF COVER
(MEASURED FROM TOP OF SOIL WITHIN PLAY PIT AREA) TO ACCEPT INSTAL-
LATION OF NEW MAINLINE AND IRRIGATION WIRES.
RESTORE EXISTING LANDSCAPE AND IRRIGATION SYSTEM DAMAGED BY NEW
CONSTRUCTION TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE
OWNER.
UNLESS NOTED OTHERWISE
RD-12-S-P30-F W/ HE-VAN NOZZ.
NIBCO
SCHEDULE 40 SOLVENT WELD
100 PSI NSF - 1" DIA.
PEB SERIES
ESP-LXMEF SERIES W/
SCHEDULE 40 SOLVENT WELD
GPM
RAIN BIRD
FEBCO
RAIN BIRD
RAIN BIRD
RAIN BIRD
CONTROL VALVE SIZE
CONTROLLER & STATION NO.
ELECTRIC CONTROL VALVE
ELECTRIC CONTROLLER
QUICK COUPLING VALVE
BACKFLOW PREVENTER
PVC MAINLINE
825YA - 3/4"
3/4"
44 NP
WATER METER
POLYETHYLENE LATERAL
PVC SLEEVING
GATE VALVE
12 & 13
MODEL NO.SYMBOL MANUFACTURER DESCRIPTION DETAIL NO. COMMENTS
WR2-RFCRAIN BIRD WIRELESS RAIN/FREEZE SENSOR 11R
EFB-CP SERIES - 1" DIA.RAIN BIRD MASTER VALVE 3 & 12
3/4" DIA. MANUAL DRAIN VALVE 6
T113K - LINE SIZE
W/ CELLULAR IQ
COMMUNICATION
CARTRIDGE
F
M
FS-100B - 1" DIA.RAIN BIRD FLOW SENSOR 4 & 12
H10284N SERIES - 3/4" DIA.MUELLER CORP. STOP & WASTE VALVE 12
IQ4G-USA COMM. CARTRIDGE
RD-06-S-P45-F W/ R-VAN24 NOZZ.RAIN BIRD 1
RD-06-S-P45-F W/ R-VAN24-360 NOZZ.RAIN BIRD 1
HI-POP HEAD HEAD W/ SPEC'D NOZZ.
POP-UP HEAD W/ ROTARY NOZZ.
POP-UP HEAD W/ ROTARY NOZZ.
RAIN/FREEZE SENSOR - MOUNT ON LIGHT
POLE AT 10-12 FT. HT.
CONTRACTOR SHALL FIELD VERIFY PRESSURE AT BACKFLOW PREVENTER LOCATION
FOR EACH TAP PRIOR TO ORDERING MATERIALS OR STARTING ANY IRRIGATION
INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCES FROM STATED
PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMES FULL
RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS. EACH SYSTEM HAS BEEN
DESIGNED FOR A STATIC PRESSURE OF 180 PSI (PER CITY OF MANITOU SPRINGS).
LATERAL PIPING DIAMETERS SHALL INCLUDE 1". 3/4" AND 1 1/4" DIAMETER LATERAL
PIPE IS NOT ACCEPTABLE.
REFER TO IRRIGATION TECHNICAL SPECIFICATIONS FOR PLANTING AND IRRIGATION
LAY-OUT REQUIREMENTS, COORDINATION AND PRIORITIES.
VALVE BOXES SHALL BE LOCATED 36" MINIMUM FROM CENTERLINE OF ALL SWALES,
24" MINIMUM FROM EDGES OF ALL WALKS, CURBS, DRIVES AND OTHER HARD
SURFACE AREAS.
SEPARATE SLEEVE. IRRIGATION WIRE BUNDLE SHALL BE ROUTED IN SEPARATE
CONTRACTOR SHALL REPAIR OF REPLACE ANY EXISTING IRRIGATION EQUIPMENT,
TURF, PLANT MATERIAL OR SITE FEATURES DAMAGED DURING NEW INSTALLATION.
REPLACEMENT OR REPAIR OF DAMAGED EQUIPMENT OR MATERIAL SHALL BE
DETERMINED BY THE OWNER AND THE CONSULTANT.
REFER TO PLANTING PLAN FOR EXACT TREE LOCATIONS AND QUANTITIES, TREES
SHOWN ON IRRIGATION PLANS ARE APPROXIMATE.
CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVING WITH INSTALLATION OF
CONCRETE FLATWORK AND PAVING. ALL SLEEVING IS BY CONTRACTOR UNLESS OTHERWISE
NOTED. UNLESS NOTED OTHERWISE ON IRRIGATION PLANS INSTALL SLEEVING BASED ON
SLEEVE SIZING GUIDE BELOW:
NOTE: EACH LENGTH OF SLEEVED PIPE SHOWN SHALL BE ROUTED THROUGH
SLEEVE/CONDUIT WITHOUT IRRIGATION PIPING
PIPE SIZE OR WIRE QUANTITY
TAP LOCATION/NUMBER
8.
9.
7.
5.
6.
4.
1-1/2" - 2" PIPING
1-25 CONTROL WIRES
3/4" - 1" PIPING
1-4" PVC SLEEVE
1-2" PVC SLEEVE
80 PSI
PRV SETTING AT METER
REQUIRED SLEEVE
1-2" PVC SLEEVE
REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR
INSTALLATION PROCEDURES.
ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PREPARED BY HORD
COPLAN MACHT.
1.
3.
2.
Know what's below before you dig.
Call
R
EXIST. MAINLINE
EXIST. MAINLINE
HAND-DIG IRRIGATION TRENCHES WITHIN DRIP LINES OF
EXISTING TREES (TYP.) - RE: TREE PROTECTION SPECS.
EXTEND THREE SPARE GREEN CONTROL WIRES WITH COMMON FROM CON-
TROLLER "A" TO INDICATED LOCATION. STUB WIRES IN VALVE BOX CON-
TAINING GATE VALVE.
SEE NOTE #10, THIS SHT.
SEE NOTE #10, THIS SHT.
SEE NOTE #10, THIS SHT.
BASE BID
BASE BID
BASE BID FOR DESIGNATED VALVES SHALL CONSIST OF SERVICE TEE, CAPPED 1"x12"
SCH. 80 PVC RISER NIPPLE, CONTROL WIRE EXTENDED FROM CONTROLLER AND
WHITE COMMON WIRES STUBBED IN 10" RD. VALVE BOX. REFER TO DETAIL #14.
ALTERNATE BID FOR DESIGNATED VALVE SHALL INCLUDE FULL INSTALLATION OF
ZONE PER DETAILS INCLUDING HEADS, LATERAL PIPING AND ELECTRIC VALVE.
10.
ALL IRRIGATION HEADS AND LATERAL PIPING WITHIN INDICATED TURF AREA ARE
A PART OF ALTERNATE NO. 1. REFER TO NOTE #10, THIS SHEET, FOR INFORMATION
PERTAINING TO TURF IRRIGATION VALVES.
BRASS BODY
BASE BID
W/ FLOW SENSING CAPABILITY
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977 www.hcm2.com
1800 Wazee Street
Suite 450
Denver, CO 80202 hord|coplan|macht
DATE: 10/23/2020
SEAL:
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CITY OF MANITOU
SPRINGS
SODA SPRINGS PARK
DZ
DZ
220109.00
DZ
35 PARK AVENUE
MANITOU SPRINGS, COLORADO 80829
606 MANITOU AVENUE
MANITOU SPRINGS, COLORADO 80829
CIVIL ENGINEER:
COLLINS ENGINEERS, INC.
455 SHERMAN STREET
DENVER, COLORADO 80203
LIGHTING / ELECTRICAL ENGINEER:
AE DESIGN
1900 WAZEE STREET, SUITE 205
DENVER, COLORADO 80202
IRRIGATION DESIGN:
AVOCET IRRIGATION DESIGN
7114 WEST JEFFERSON AVENUE
LAKEWOOD, COLORADO 80235
No. Date Revision
I-102
IRRIGATION DETAILS
TO FINISH GRADE
NOTE: SET HEAD PERPENDICULAR
1/2" MIPxFIP SCH. 40 PVC ELL
APPLICABLE
CURB & GUTTER, SIDEWALK
OR HARD SURFACE WHERE
POP-UP SPRAY HEAD
POLYETHYLENE LATERAL PIPING W/ INSERTx1/2"
SET BOTTOM OF CAP AT GRADE
FIPT FITTING AND STAINLESS STEEL CLAMPS
3"
DOUBLE CLAMP 1 1/2" & 2" DIAMETER FITTINGS
30-60
DEGREES
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
1/2" PVC MIPTxBARB SWING PIPE FITTING
1/2" DIA. POLYETHYLENE SWING/FLEX PIPE - 8"-12"
1/2" PVC MIPTxBARB SWING PIPE FITTING
VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR
TO ADJACENT SIDEWALKS AND HARD SURFACES WHERE APPLICABLE
NOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS AND NIPPLES
DUCTILE, GASKETED FITTING - REFER
SERVICE TEE - SOLVENT WELD PVC OR
SCH. 80 PVC NIPPLE - LENGTH AS
3/4" WASHED RIVER ROCK SUMP - FILL BOX TO
SHALL EQUAL ELECTRIC CONTROL VALVE DIAMETER
BOTTOM OF VALVE BODY
CONTROL WIRE BUNDLE
REQUIRED
TO SPECIFICATIONS
CENTER BOX OVER ASSEMBLY
PVC MIPTxINSERT ADAPTER
CONTROL/COMMON WIRING WITHIN VALVE
PROVIDE 12" CONTINUOUS COILS OF ALL SPARE
POLY LATERAL PIPING - SWEEP TO SPECIFIED DEPTH
REFER TO TECHNICAL SPECIFICATIONS.
LID WITH CONTROLLER & STATION #.
RECTANGULAR VALVE BOX. BRAND
PVC BALL VALVE - FIPTxFIPT
4"-5"
ELECTRIC CONTROL VALVE
BOX
FINISH GRADE
STAINLESS STEEL CLAMP - INSTALL TWO CLAMPS ON
1 1/2" & 2" DIA. FITTINGS
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
WATERPROOF WIRE SPLICE KIT - RE: SPECS.
ASSEMBLY.
NOTE: CENTER BOX OVER VALVE
BOTTOM OF VALVE AND PIPING
3/4" WASHED RIVER ROCK SUMP - ADD TO
RECTANGULAR VALVE BOX WITH
EXTENSION - BRAND "MV" INTO
VALVE BOX LID. REFER TO
TECHNICAL SPECIFICATIONS.
DIAMETER
FOR MANUFACTURER, MODEL # AND
REFER TO EQUIPMENT SCHEDULE
ELECTRIC MASTER CONTROL VALVE
FINISH GRADE
PRESSURE MAINLINE
SLIPxMIPT SCH. 40 PVC ADAPTER (2)
#14 AWG UFUL WIRES (MASTER VALVE
SOLENOID) - ONE BLUE, ONE GREEN -
EXTEND TO CONTROLLER - (RE: IRRIG.
36" COIL #14 AWG UFUL WIRING (SPARE
MASTER VALVE WIRE) - BROWN.
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
WATERPROOF WIRE SPLICE KIT - RE: SPECS
1" BRASS NIPPLE
LENGTH AS REQUIRED
3" OF BOTTOM OF QCV LID
SPECIFICATIONS.
LID. REFER TO TECHNICAL
BRAND "QC" INTO VALVE BOX
10" ROUND VALVE BOX
QUICK COUPLING VALVE
SUMP - FILL BOX TO WITHIN
3/4" WASHED RIVER ROCK
FINISH GRADE
3"
SOLVENT WELD OR GASKETED FITTING
REFER TO SPECIFICATIONS
PRESSURE MAINLINE SERVICE TEE -
1-1"x3" SCH.80 PVC NIPPLE
1" SCH.80 PVC FIPxFIP 90 ELL
1"x12" SCH.80 PVC NIPPLE
1" BRASS FIPxFIP 90 ELL
1" SCH.80 PVC FIPxFIP
1-1x3" SCH.80 PVC NIPPLE
90 ELL
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
(SPEARS BLUE 75 OR EQUAL)
SCH. 40 PVC MALE ADAPTER (TWO REQ'D.)
SHALL BE INSTALLED WITHIN FLOW SENSOR TEE.
SHALL BE EQUAL. NO REDUCER BUSHINGS, ADAPTERS, ETC.
DIAMETER OF FLOW SENSOR TEE AND "METER RUN" PIPING
MIN. UPSTREAM
10x PIPE DIA.
SHALL BE INSTALLED WITHIN "METER RUN" SEGMENT OF PIPING
NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES, ELLS, ETC,
REFER TO PLANS FOR PIPE DIAMETER
METER RUN
DOWNSTREAM
5x PIPE DIA. MIN.
FINISH GRADE
PVC PRESSURE MAINLINE - REFER TO PLAN FOR
PE-89 CABLE
ALLOW REMOVAL OF SENSING UNIT FROM BOX
PROVIDE ADDITIONAL CABLE WITHIN BOX TO
FOR SIZE.
3/4" GRAVEL SUMP - 2 CU. FT.
FOR MAINTENANCE PURPOSES.
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
FLOW
AS REQUIRED. BRAND "FS" INTO VALVE BOX LID.
REFER TO TECHNICAL TO TECHNICAL SPECIFICATIONS
AND PREFORMED SUPER SERVISEAL SPLICE
DATA CABLE SPLICE CONSISTING OF WIRE NUTS
VALVE BOX SHALL NOT REST DIRECTLY ON FLOW
RECTANGULAR VALVE BOX WITH EXTENSIONS
KIT
FOR MANUFACTURER, MODEL & DIAMETER
SENSOR CABLE
FLOW SENSOR - REFER TO EQUIPMENT SCHEDULE
VALVE BOX SHALL NOT REST OF TOP OF FLOW SENSOR CABLE
EXTEND TO CONTROLLER PER PLAN NOTES
PVC PRESSURE MAINLINE
SEE TECHNICAL SPECIFICATIONS
3/4" WASHED RIVER ROCK SUMP
3/4"x4" PVC NIPPLE SCH. 80
3/4" MxF SCH.40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
3/4" BRASS BALL CURB VALVE W/ SLOT-TYPE OPERATOR
FOR SUMP SIZE
4"
FINISH GRADE
3/4"x6" BRASS NIPPLE - LENGTH AS REQUIRED
3/4"xCL PVC NIPPLE SCH. 80 (2) 3/4" FxF SCH.80 PVC 90 ELL (2)
2" CL200 PVC ACCESS SLEEVE -
3/4" WASHED RIVER ROCK SUMP
TECHNICAL SPECIFICATIONS
THE LETTER "D" IN LID- REFER TO
10" ROUND VALVE BOX - BRAND
LENGTH AS REQUIRED
1 CU. FT.
2" VALVE MARKER
TO PROVIDE ADEQUATE CLEARANCE OF MAIN PIPING
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
MUELLER CO. #B-20287N SERIES
18"
BACKFILL MATERIAL (TYPICAL)
CONTROL WIRES
PVC MAINLINE
FINISH GRADE
18"
12"
HI-POP SPRAY HEAD LATERAL
6" SPRAY HEAD AND BUBBLER
LATERAL PIPING, DRIP
NOTE: REFER TO TECHNICAL SPECIFICATIONS
FOR MINIMUM TRENCH WIDTHS.
TUBING IN TURF OR SEED
REFER TO TECHNICAL SPECIFICATIONS
AREAS.
VALVE BOX. REFER TO
BRAND "GV" ON LID OF
3"
GATE VALVE W/ CROSS HANDLE
PVC PRESSURE MAINLINE
PRESSURE MAINLINE
AND CONTACT TOP OF
BOTTOM TO BE NOTCHED
6" CLASS 160 PVC SLEEVE
10" ROUND VALVE BOX
SCH. 40 PVC MALE ADAPTER (2) - SIZE
TECHNICAL SPECIFICATIONS.
FINISH GRADE
TO EQUAL GATE VALVE DIAMETER
2"
OF 6" PVC ACCESS SLEEVE
FILL BOX TO WITHIN 2" OF TOP
3/4" WASHED RIVER ROCK SUMP -
UNDISTURBED SOIL
AND SOLID WEDGE DISC
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
8 FT.
CONTINUOUS #6 BARE COPPER GROUNDING WIRE
ROD & 10" ROUND VALVE BOX
5/8"x8 FT. COPPER-CLAD GROUNDING
MANUFACTURER"S RECOMMENDATIONS AND GROUND
PROTECTION FOR CONTROLLER IN ACCORDANCE WITH
CONTRACTOR TO GROUND AND PROVIDE SURGE
6"
1" PVC CONDUIT W/ SWEEP ELL - GROUND WIRE
3/4" PVC CONDUIT W/ SWEEP ELL - 120v SERVICE
3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRES
CONCRETE PAD
5"
1"
CONTROLLER ENCLOSURE - STRONG BOX
FINISH GRADE
SLOPE
0.5%
6"
18"
6"
ALL ELECTRICAL WORK TO CONFORM TO LOCAL CODE.
NOTES:
ROD(S) SHOWN. CONTROLLER GROUNDING SHALL
COMPLY W/ MANUFACTURER'S SPECIFICATIONS.
PLAN VIEW
PROVIDE 48" LENGTH OF ALL SPARE WIRES WITHIN
PEDESTAL, NEATLY COILED.
CADWELD GT1161G "ONE SHOT" WELD (GROUND ROD
CLAMP IS NOT ACCEPTABLE)
SB-18SS
CONTROLLER - REFER TO IRRIGATION EQPT. SCHEDULE
GFI RECEPTACLE WITHIN PEDESTAL
INSTALL A DISCONNECT SWITCH AND 120 VOLT
DISCONNECT SWITCH & RECEPTACLE
3/4" NON-METALLIC LIQUIDTITE CONDUIT W/ MALE
ADAPTERS (2) AND LOCK RINGS, WASHERS
CONTROL WIRES - NEATLY BUNDLE WIRING & SECURE
W/ LOCKING WIRE TIES
SENSOR TO BE ABOVE GUTTER AND/
WITHIN CONTROLLER PEDESTAL
NOTE: MOUNT RAIN SENSOR RECEIVER
SECURE BRACKET VIA WOOD SCREWS OR SIMILAR
RAIN BIRD WR2-RFC RAIN/FREEZE
BUILDING EAVE, FENCE POST, ETC.
OR ANY OBSTRUCTIONS
FINAL LOCATION OF SENSOR SHALL BE
APPROVED BY OWNER PRIOR TO
INSTALLATION.
PVC MAIN - TO IRRIG. SYSTEM (RE: PLAN)
(BACKFLOW DIA.xMAIN DIA.) - RE: PLAN
PROTECTIVE ENCLOSURE- REFER
TO DETAIL
CxM ADAPTER (TWO REQUIRED)
PREVENTER
REDUCED PRESSURE BACKFLOW
SCH. 40 PVC SxS REDUCER BUSHING
QUICK COUPLING VALVE - INSTALL
PER Q.C.V. DETAIL
MASTER VALVE (REFER TO DETAIL)
FLOW SENSOR (REFER TO DETAIL)
INSTALL PER DETAIL
3/4" MANUAL DRAIN VALVE -
BRONZE UNION - SWxSW
ADJUSTABLE CAST IRON STOP
GRAVEL SUMP
SOIL FILTER FABRIC COVERING
COPPER
RIGID
TYPE "K"
SCHEDULE
REFER TO IRRIGATION
PVC PRESSURE MAINLINE
12"
NOTE:
CONCRETE PAD PENETRATIONS TO BE 1"
LARGER THAN TUBING DIAMETER
6" THICK CONCRETE PAD LENGTH
AS REQUIRED 30" MIN. WIDTH
STOP AND DRAIN VALVE - LINE SIZE
3/4" WASHED RIVER ROCK SUMP - 2 CU. FT.
COPPER SERVICE LINE FROM WATER METER
EQEQ 12"BOX - TYLER OR EQUAL
UNLESS NOTED OTHERWISE.
EQUAL DIAMETER OF BACKFLOW PREVENTER
DIAMETER OF FITTINGS, NIPPLE AND TUBING SHALL
PAD DIMENSIONS
REFER TO ENCLOSURE DETAIL FOR CONCRETE
FINISH GRADE
TOP OF SLAB TO BE 1" ABOVE
DIA.
10x PIPE
DIA.
5x PIPE
X
STRONGBOX ENCLOSURE W/ POLAR BARRIER
EQ EQ
Y
CL
6" 6" 16"Y
EQ
1" 5"
CONCRETE PAD
PLAN
TOP SURFACE OF CONCRETE PAD SHALL
BE 1" ABOVE FINISH GRADE.
EQ
CL LC
PAD PENETRATIONS FOR BACKFLOW
PREVENTER RISERS TO BE 1" LARGER
THAN RISER DIAMETER
INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S
RECOMMENDATIONS.
PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE
6" 6"
BFP MODEL/SIZE
FEBCO 825YA 3/4" & 1"
ENCLOSURE MODEL
SBBC-22ALI
X Y
22" 34"
NOTES
30"
BLANKET
NOTE: SET HEAD PERPENDICULAR TO
1/2" MALExBARB 90 ELBOW
1/2" MALExBARB ADAPTER
FIPT FITTING
POLY LATERAL PIPING W/ INSERTx1/2"
1/2" FLEX PIPE (24" MAX. LENGTH)
FINISH GRADE
12" HI-POP SPRAY HEAD
CURB AND GUTTER, SIDEWALK OR
HARD SURFACE WHERE APPLICABLE
SET BOTTOM OF CAP AT GRADE
6"
DOUBLE CLAMP 1 1/2" & 2" DIAMETER FITTINGS
SWING JOINT CONNECTION
SIDE INLET IS NOT TO BE UTILIZED FOR
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
10" ROUND VALVE BOX
FINISH GRADE
IRRIGATION WIRING (14 GA.)
1"x12" SCH. 80 PVC NIPPLE
1" SCH. 80 PVC CAP
PVC MAINLINE
SCH. 40 PVC SERVICE TEE (MAINLINE DIA.
x 1")
BASE BID CONFIGURATION AT DESIGNATED VALVE LOCATIONS SHOWN ON PLANS
EXISTING CONCRETE WALL - DEPTH
OF WALL IS NOT KNOWN
54" MIN.
PLAY PIT AREA
ENG. WOOD FIBER
TOP OF SOIL IN PIT
PIPING
LOOPED WHITE COMMON WIRE
STUBBED RED CONTROL WIRE (36" LENGTH)
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977 www.hcm2.com
1800 Wazee Street
Suite 450
Denver, CO 80202 hord|coplan|macht
DATE: 10/23/2020
SEAL:
J O
B S
S
O D
A
S
P R
I N
R
K
D
R A
W I N
G S
L
A
C
A D
B
I M
X
R E
F
X T
I T
L E
B L
O C
K D
W G
CITY OF MANITOU
SPRINGS
SODA SPRINGS PARK
DZ
DZ
220109.00
DZ
35 PARK AVENUE
MANITOU SPRINGS, COLORADO 80829
606 MANITOU AVENUE
MANITOU SPRINGS, COLORADO 80829
CIVIL ENGINEER:
COLLINS ENGINEERS, INC.
455 SHERMAN STREET
DENVER, COLORADO 80203
LIGHTING / ELECTRICAL ENGINEER:
AE DESIGN
1900 WAZEE STREET, SUITE 205
DENVER, COLORADO 80202
IRRIGATION DESIGN:
AVOCET IRRIGATION DESIGN
7114 WEST JEFFERSON AVENUE
LAKEWOOD, COLORADO 80235
No. Date Revision
I-103
IRRIGATION DETAILS
MODEL #223-HP (SIZE TO MATCH METER) -
PRESSURE REDUCING VALVE TO BE WATTS
NO EQUALS.
GRADE WITHIN PLAY PIT AREA. ENG. WOOD
LID OF METER PIT TO BE 1/2" ABOVE FIN.
FIBER TO COVER LID.
| Soda Springs Park Playground_Addendum 02 |
| 1. DOCUMENT 009113.02 – ADDENDUM 02 |
| 1.1 PROJECT INFORMATION |
| B. Project Name: Soda Springs Park Playground Improvements |
| 1. Owner: City of Manitou Springs |
| 2. Owner Project Number 2024-014 |
| 3. Landscape Architect: Hord Coplan Macht (HCM). |
| 4. Landscape Architect Project Number: 223108 |
| 1.2 NOTICE TO BIDDERS |
| A. This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract. |
| B. Incorporate the following modifications, corrections, additions and /or deletions into the Drawings, Specifications, and Construction Documents issued for this project. |
| C. This Addendum is dated August 28, 2024, and will be attached to and become part of the Contract Documents dated March 22, 2024, and submitted with the Contract. |
| D. There have been occasions when the failure of a Contractor to acknowledge receipt of Addenda has cost him/her the award of a Contract. Please acknowledge receipt of this Addendum on the Bid Form. |
| 1.3 ATTACHMENTS |
| A. This Addendum includes the following attached Documents and Specification Sections: |
| 1. Response to Bidder Questions, dated 08.28.2024. |
| 2. Irrigation As-builts from phase 1. |
| 1.4 REVISIONS TO DRAWING SHEETS |
| A. N/A |
| Soda Springs Park Playground_Questions from Contractors ADD 2 |
| Phase 1 IRRIGATION |
File details come from the government source that posted it. Updated .