CON26-0006_Attachment_2_Plans.pdf
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- Attached to
- EXT REC | CON26-0006 Precita Park - MLBE
- Solicitation number
- SFGOV-0000010933
- Issued by
- San Francisco County, San Francisco City, California
About this file
This file consists of comprehensive construction plans and specifications for the Precita Park Improvements Project in San Francisco, California, prepared for a Micro LBE Set-Aside solicitation (Contract CON26-0006). The project is located at 3200 Folsom Street, Lot 5516, Block 001, and involves site improvements including disabled access compliance, earthwork and grading operations, utility installations, stormwater pollution prevention, and traffic control measures. The scope of work encompasses landscape improvements with planting specifications, irrigation system installation, hardscape construction with concrete paving and redwood headers, prefabricated restroom installation with final waste and water connections, utility work including storm and sanitary sewer connections, and electrical and mechanical systems. The Engineer's Estimate is $200,000. A pre-bid meeting was scheduled for Thursday, July 24, 2025 at 10:00 a.m. at Precita Park (approximately Precita Avenue and Harrison Street). All questions regarding the project must be submitted by Thursday, July 31, 2025 by 5:00 p.m. to bridget.webster@sfgov.org with a copy to eoanna.goodwin@sfgov.org. Bids are due no later than Thursday, August 7, 2025 by 2:30 p.m., emailed to bridget.webster@sfgov.org. Addendum #1 was posted on July 30, 2025, and Addendum #2 was posted on August 5, 2025, with no change to the bid due date.
The project is designated as a Micro LBE (Locally Disadvantaged Business Enterprise) Set-Aside, restricting bidding to qualified micro enterprises. The plans detail comprehensive requirements including landscape specifications with native and drought-tolerant plantings (approximately 4,000 square feet of turf, multiple shrubs and groundcovers), irrigation system design with rotors and pop-up sprinklers, plumbing and domestic water service installations meeting 2022 California Mechanical Code and San Francisco amendments, electrical and communication systems, and site furnishings including trash receptacles. The contractor must verify field conditions prior to bidding, coordinate work across multiple trades to avoid conflicts, obtain all required permits and fees, provide shop drawings for approval before work commencement, and complete all material and equipment guarantees for one year from final acceptance. All work must comply with 2022 California codes, San Francisco ordinances, SMACNA seismic restraint guidelines, and environmental procedures including tree protection and migratory bird nesting season protocols.
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SAN FRANCISCO COUNTY
PRECITA PARK IMPROVEMENTS PROJECT
SAN FRANCISCO, CALIFORNIA
PROJECT SITE
ADDRESS : 3200 FOLSOM STREET
LOT 5516 BLOCK 001
DISABLED ACCESS COMPLIANCE CHECKLIST SHEET INDEX PROJECT TEAM SCOPE OF WORK
PROJECT SITE
VICINITY MAP
LOCATION MAP
GENERAL NOTES EXISTING CONDITION & SURVEY NOTES
EARTHWORK GRADING OPERATION
CONTRACTOR'S REQUIREMENTS
UTILITY NOTES
TRAFFIC CONTROL
SWPPP / EROSION CONTROL
ABBREVIATIONS LEGEND
PRECITA AVE.
PRECITA AVE.
PRECITA AVE.
H
AR
R
ISO
N
ST.
H
AR
R
ISO
N
ST.
SHEET NOTES
C7.04 C7.03 C2.01 C3.01 C4.01 C6.01 C7.01
C2.02 C3.02 C4.02 C6.02
STOP
PRECITA AVE. STOP
H
AR
R
ISO
N
ST.
PRECITA AVE.
MATCH LINE
SEE C4.02
LEGEND AND ABBREVIATIONS
MATCH LINE
SEE C4.01
R
ISO
N
ST.
STOPPRECITA AVE.
MATCH LINE
SEE C3.02
SHEET NOTES
ITEM SYMBOL DESCRIPTION
ITEM SYMBOL DESCRIPTION
ITEM SYMBOL DESCRIPTION
SEE C3.02
SHEET NOTES
ITEM SYMBOL DESCRIPTION
ITEM SYMBOL DESCRIPTION
ITEM SYMBOL DESCRIPTION
R
ISO
N
ST.
PRECITA AVE.
LEGEND AND ABBREVIATIONS
SHEET NOTES
SEE C4.02
SEE C4.01
R
ISO
N
ST.
STOPPRECITA AVE.
SEE C6.02
SEE 6.01
R
ISO
N
ST.
PRECITA AVE.
SHEET NOTES
M
A T
C H
L
IN
E S
E E
C 7.
M A
T C
H L
IN
E
S E
E C
7.
M A
T C
H L
IN
E
S E
E C
7.
M A
T C
H L
IN
E
S E
E C
7.
1 CONCRETE PAVING
3 DRY UTILITY TRENCH
4 WET UTILITY TRENCH (SD, SS, WATER)
NOT USED
6 DRINKING FOUNTAIN DETAIL
5 DRINKING FOUNTAIN
LEGENDCONT. GENERAL NOTESCONT. GENERAL NOTESCONT. GENERAL NOTES
ABBREVIATIONS
ELECTRICAL SHEET INDEX
SAN FRANCISCO, CA 94103
150 8TH STREET
FAX (415) 512-7120
PH. (415) 512-7141
(E) OUTDOOR ELECTRICAL AND COMMUNICATION CABINET2
REFERENCE PHOTO #1
SINGLE LINE DIAGRAM1 (E) PANEL 'A'3
REFERENCE PHOTO #2
SAN FRANCISCO, CA 94103
150 8TH STREET
TYPICAL TRENCH DETAIL1 U.G. PULLBOX INSTALLATION DETAIL2 GROUND WELL DETAIL3
SAN FRANCISCO, CA 94103
150 8TH STREET
FO
LSO
M
ST.
PRECITA AVE.
PRECITA AVE.
BESSIE ST.
PRECITA AVE.
PRECITA AVE.
H
AR
R
ISO
N
ST.
H
AR
R
ISO
N
ST.
SITE PLAN1
SHEET NOTES:
SAN FRANCISCO, CA 94103
150 8TH STREET
150 8TH STREET
150 8TH STREET
FAX (415) 512-7120
PH. (415) 512-7141
PLUMBING GENERAL NOTES, LEGENDS, ABBREVIATIONS, AND SCHEDULES
1. CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW PLAN AND SPECIFICATIONS AND SHALL INCLUDE IN HIS PRICE THE NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE
MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES.
2. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY WORKMANSHIP OR MATERIAL, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER.
3. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND COORDINATE WITH THE WORK OF OTHER TRADES PRIOR TO INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, SPRINKLERS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE ALLOWED FOR CORRECTION OF CONFLICTS DUE TO LACK OF
COORDINATION.
4. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING.
5. THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION ANY DISCREPANCY OR CONFLICTS IN THE PLANS OR THE SITE CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BY THE ARCHITECT
BEFORE START OF WORK.
6. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF ALL THE MATERIAL AND EQUIPMENT TO BE USED AND
WORKING SHOP DRAWINGS FOR APPROVAL BEFORE START OF WORK.
7. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH LATEST SMACNA "GUIDELINES FOR
SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" AND CPC.
8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THE WORK.
9. MHC ENGINEERS SHALL NOT BE RESPONSIBLE FOR THE DESIGN AND PERFORMANCE OF ANY EXISTING WORK TO REMAIN. EXISTING DESIGN DRAWING IS BASE ON AS-BUILT RECORD DRAWING PROVIDED BY LANDLORD.
10. ALL WORK TO COMPLY WITH 2022 CMC, 2022 CEnC, AND SAN FRANCISCO AMENDMENTS.
GENERAL NOTES
SHEET NO.
1. PROVIDE ISOLATED COUPLINGS AND/OR UNIONS AT POINTS OF CONNECTION BETWEEN COPPER, STEEL
AND BRASS PIPING, EPCO OR EQUAL.
2. ALL WATER PIPING SYSTEMS AND DRAINAGE PIPING SYSTEMS, INCLUDING SUPPLY, WASTE AND DRAIN SHALL BE INSTALLED WITH VIBRATION ISOLATORS AND SHALL BE ISOLATED FROM ANY STRUCTURAL MEMBERS, WALL SECTIONS OR OTHER MATERIALS THAT COULD TRANSMIT SOUND TO THE OCCUPIED AREAS. ALL HANGERS, STRAPS, BRACKETS, AND SUPPORTS SHALL HAVE ACOUSTICAL COMPONENTS OR COMBINED NEOPRENE AND PLASTIC FOAM BY TECH SPECIALTIES, DIVISION OF SPECIALTY PRODUCTS CO.
TO ISOLATE COMPLETE PIPE CONTACT AREA. ALL ISOLATION MATERIAL SHALL HAVE A MINIMUM
THICKNESS OF 12." INSTALL ALL COMPONENTS AS PER MANUFACTURER'S INSTRUCTIONS.
3. INSTALL ALL CLEANOUTS WHERE REQUIRED BY CODE AND ORDINANCES, AND AT ENDS OF HOUSE DRAINS, AT ALL CHANGES IN DIRECTIONS, IN ALL STRAIGHT RUNS AT 100 FOOT INTERVALS, WHERE HORIZONTAL MAINS CHANGE SIZE, AND AT ALL ENDS OF ALL BRANCH PIPES WHICH ARE 5' OR OVER IN LENGTH.
4. PLUMBING FIXTURES SHALL BE COMPLETE WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE
INSTALLATION.
5. SELECTION OF FAUCETS AND FITTINGS SHALL AVOID THE TYPE WITH POTENTIAL FOR LEAD
CONTAMINATION.
6. INSTALL STOP VALVES ON HOT AND COLD WATER SUPPLIES TO EACH FIXTURE.
7. ALL FLOOR DRAINS MUST HAVE 12" COLD WATER CONNECTED TO TRAP PRIMER (PIPING NOT SHOWN FOR
CLARITY).
8. MATERIALS, METHODS AND LOCATIONS OF SERVICE MAINS CONNECTING THE NEW CONSTRUCTION TO ALL
NEW SERVICES SHALL BE IN STRICT ACCORDANCE WITH RULES, REGULATIONS, CODES AND
REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION OVER THIS INSTALLATION. COORDINATE
LOCATION OF WATER AND SEWER CONNECTIONS WITH SITE UTILITY WORK.
9. CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES AND TRIM AS SHOWN ON THE ARCHITECTURAL PLANS. ROUGH-IN FOR ALL FIXTURES SHALL BE EXACTLY TO MEASUREMENTS FURNISHED BY FIXTURE MANUFACTURER. ALL EXPOSED PARTS TO BE CHROMIUM PLATED UNLESS SPECIFIED OTHERWISE.
10. CAULK AIRTIGHT ALL PLUMBING PENETRATIONS IN SOUND RATED WALLS AND FLOOR/CEILINGS. SEAL PENETRATIONS OF CONCRETE FLOORS WITH CEMENT GROUT. MINIMIZE PENETRATIONS THROUGH SOUND
RATED CONSTRUCTION.
11. KEEP ROUGH-IN CUTS WITHIN THE PLATE LINES AND DO NOT CUT COMPLETELY THROUGH PLATES IN SOUND-RATED WALLS. DRILL OR SAW NEAT ROUND HOLES FOR ALL PIPING. SIZE APPROXIMATELY 12"
LARGER THAN THE PIPE DIAMETER.
12. PROVIDE AERATION DEVICES ON ALL KITCHEN SINK AND LAVATORY FAUCETS.
13. PIPE LINES SHALL BE INSTALLED FREE FROM TRAPS AND AIR POCKETS AND TRUE TO LINE AND GRADE
WITH SUITABLE SUPPORTS PROPERLY SPACED.
14. HORIZONTAL LINES SHALL HAVE HANGERS OR SUPPORTS SPACED AS FOLLOWS (BASED ON 2022 CPC
TABLE 313.3):
A. CAST IRON PIPE - EVERY OTHER JOINT, UNLESS OVER 4', EVERY JOINT.
B. STEEL PIPE - 10' CENTERS FOR 3 4" AND SMALLER, 12' FOR 1" AND LARGER.
C. COPPER TUBING - 5' CENTERS FOR 11
2" AND SMALLER, 10' FOR 2" AND LARGER.
DESCRIPTION
PLUMBING GENERAL NOTES
P0.00 PLUMBING GENERAL NOTES, LEGENDS, ABBREVIATIONS, & SCHEDULES
P1.01 CONSTRUCTION PLAN - RESTROOM
DRAWING INDEX
LEGENDS & ABBREVIATIONS
SYMBOL
EQ
SYMBOL
ABBREV. DESCRIPTION
W WASTE BELOW FLOOR
V VENT
CW COLD WATER
CD CONDENSATE DRAIN
P.O.C. POINT OF CONNECTION
CO CLEAN OUT
FCO FLOOR CLEAN OUT
WCO WALL CLEAN OUT
-- PIPE UP
-- PIPE DOWN
-- SHEET NOTES NOTATION
ABBREV. DESCRIPTION
SD STORM DRAIN
G GAS
HWS HOT WATER SUPPLY
HWR HOT WATER RETURN
-- PRESSURE REGULATOR
-- SHUT-OFF VALVE
GC GAS COCK
-- FLEX PIPE CONNECTION
-- EQUIPMENT TAG
15. PIPING SHALL BE NEW AND FREE FROM FOREIGN SUBSTANCES. REAM OUT ALL BURRS FORMED IN CUTTING PIPE. THREADS SHALL BE CUT ACCURATELY AND NOT OVER TWO THREADS SHALL SHOW BEYOND THE FITTING. FRICTION WRENCHES SHALL BE USED WITH PLATED POLISHED, OR SOFT METAL PIPING.
16. CHANGES IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, AND BUSHING WILL NOT BE PERMITTED.
17. UNION CONNECTION SHALL BE INSTALLED DOWNSTREAM OF ALL VALVES, AT ALL EQUIPMENT
CONNECTIONS AND AT OTHER POINTS AS REQUIRED.
18. CUTTING OR BORING OF HOLES THROUGH JOISTS OR STRUCTURAL MEMBERS SHALL BE DONE ONLY WHEN IT IS IMPOSSIBLE TO ROUTE PIPING IN ANOTHER MANNER. IF CUTTING OR BORING IS NECESSARY IT SHALL FOLLOW LIMITATION ESTABLISHED BY STRUCTURAL ENGINEER OR IN SPECIAL CIRCUMSTANCES BE
ACCOMPLISHED ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER.
19. WATER OR DRAINAGE PIPING SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT UNLESS ADEQUATE
INSULATION PROTECTION IS PROVIDED AGAINST DRIP CAUSED BY CONDENSATION OR LEAKS.
20. DO NOT ALLOW THE PIPING, VALVES OR CONNECTORS TO FORM A RIGID CONNECTION WITH THE STRUCTURE OR OTHER PIPES. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT
STRESSING PIPE, JOINTS OR CONNECTED EQUIPMENT.
21. PROVIDE WATER HAMMER ARRESTORS IN SUPPLY LINES CONNECTED TO FIXTURES AND APPLIANCES. (18"
LONG AIR CHAMBER ACCEPTABLE.)
22. THE DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEM WITHIN THE BUILDING SHALL BE STERILIZED WITH CHLORINE IN SOLUTION IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION PUBLICATION C-651-1999.
23. PRESSURE TEST ENTIRE HOT AND COLD PIPING AND DRAINAGE SYSTEM FROM CAPPED CONNECTIONS, TO
AND INCLUDING VENTS ABOVE ROOF.
24. HOT WATER PIPING TO BE INSULATED PER 2022 CALIFORNIA ENERGY CODE TABLE 120.3-A.
25. SUBMIT SHOP DRAWINGS OF WASTE AND WATER LINES FOR REVIEW AND APPROVAL BEFORE
COMMENCING WORK.
26. HORIZONTAL DRAINAGE PIPING SHALL BE RUN IN PRACTICAL ALIGNMENT AND A UNIFORM SLOPE OF NOT
LESS THAN 1/4" PER FT AS PER 2022 CPC 708.
27. ALL DOMESTIC WASTE AND VENT (DWV) PIPING SHALL BE CAST IRON.
28. CONCEAL ALL PIPING INSIDE WALL WHENEVER POSSIBLE. OTHERWISE CONSULT ARCHITECT FOR
LOCATION FOR EXPOSED PIPES.
29. COPPER, COPPER ALLOYS, LEAD AND LEAD ALLOYS INCLUDING BRASS, SHALL NOT BE USED FOR BUILDING
SANITARY SEWER SYSTEMS EXCEPT FOR DOMESTIC WASTE SINK TRAPS AND SHORT LENGTHS OF
ASSOCIATED CONNECTION PIPES WHERE ALTERNATE MATERIALS ARE NOT PRACTICAL.
30. INSTALL ALL LAVATORY TRAP, HOT/COLD WATER SUPPLY WITH PLASTIC PROTECTIVE DEVICE, SUCH AS
TRUEBRO.
31. PROVIDE ACCESS PANEL FOR ALL STUB OUTS ENDED INSIDE CEILING OR WALL.
32. ALL MATERIALS INTENDED TO SUPPLY DRINKING WATER SHALL BE IN COMPLIANCE WITH NSF 61.
33. ALL FIXTURES SHALL BE TRAPPED AND VENTED IN ACCORDANCE WITH CPC.
PLUMBING GENERAL NOTES (CONT.)
SCOPE OF WORK
- INSTALLATION OF WASTE AND DOMESTIC WATER SERVING NEW PRE-FAB RESTROOM
WATER METER INSTALLED IN 15x20x12
U.G. CRISTY BOX IN LANDSCAPING,
(SEE CIVIL)
2" CW U.G.PRE-FAB RESTROOM
(BY OTHERS)
4" W STUBBED OUT
5 FT FROM RESTROOM
DOMESTIC WATER SERVICE,
MIN. 46 PSI
(SEE CIVIL)
U.G. CHRISTY BOX FOR SOV
(E) DOMESTIC WATER MAIN IN STREET
(SEE CIVIL)
(E) SANITARY SEWER IN STREET
(SEE CIVIL)
HOUSE TRAP IN
LANDSCAPING (SEE CIVIL)
4" SANITARY SEWER
(SEE CIVIL)
BACKFLOW PREVENTER (SEE CIVIL)
U.G. CW TO DRINKING FOUNTAIN (SEE CIVIL)
U.G. CW (SEE CIVIL)
4" W CLEAN-OUT IN U.G.
CHRISTY BOX
SAN FRANCISCO, CA 94103
150 8TH STREET
FAX (415) 512-7120
PH. (415) 512-7141
CONSTRUCTION PLAN - RESTROOMS
PRE-FAB RESTROOM CONTRACTOR SHALL COMPLETE FINAL WASTE
AND WATER CONNECTION TO RESTROOM UNIT.1
SHEET NOTES
N
CONSTRUCTION PLAN - RESTROOM1 SCALE: 3/16" = 1'
1. ALL TRANSITIONS BETWEEN CURVES AND STRAIGHT EDGES SHALL BE
SMOOTH.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SURVEY
INFORMATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION AND
REPORT ANY DISCREPANCIES TO THE CITY REPRESENTATIVE BEFORE
PROCEEDING WITH WORK IN THE AREA AFFECTED.
3. THE CONTRACTOR SHALL CONFIRM LOCATION OF SUB-SURFACE UTILITIES
AND INFRASTRUCTURE.
4. THE CONTRACTOR SHALL ALIGN ALL NEW AND EXISTING UTILITY BOXES
AND VAULTS WITH CONCRETE PAVING PATTERN AS MUCH AS POSSIBLE.
5. ADJUST (E) UTILITY BOXES TO BE SQUARE WITH NEW SIDEWALK PAVING
ALIGNMENT AS MUCH AS POSSIBLE.
6. EXACT LOCATION OF ALL SITE FURNISHINGS TO BE DETERMINED BY CITY
REPRESENTATIVE BEFORE INSTALLATION.
1. THESE NOTES AND LEGEND REFER TO THE LANDSCAPE ARCHITECTURAL
"L" DRAWINGS.
2. THE CONTRACTOR SHALL VERIFY EXISTING GRADES AND SITE
CONDITIONS BEFORE PROCEEDING WITH ANY WORK.
3. THE LIMIT OF WORK (L.O.W.) IS DIAGRAMMATIC AND IS INTENDED TO
DELINEATE LANDSCAPE WORK. FOR ADDITIONAL INFORMATION
REGARDING L.O.W. FOR THIS CONTRACT WORK, SEE ROADWAY
DOCUMENTS.
4. EXISTING CONDITIONS AS SHOWN ON THE DRAWINGS ARE SUBJECT TO
DISCREPANCIES AND DO NOT NECESSARILY ACCURATELY REFLECT THE
EXISTING SITE CONDITIONS. CONTRACTOR TO WALK SITE AND FIELD
VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS.
5. ANY REFERENCE IN THE DOCUMENT TO "AS DIRECTED" OR "DIRECTIONS"
REFER TO DIRECTIONS GIVEN BY THE CITY REPRESENTATIVE/
LANDSCAPE ARCHITECT.
6. ALL WORK TO BE PERFORMED SHALL CONFORM TO ALL APPLICABLE
CODES AND ORDINANCES OF GOVERNMENTAL AGENCIES HAVING
JURISDICTION OVER THE PROJECT.
7. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
PROTECT ALL UTILITIES, IMPROVEMENTS AND STRUCTURES WHETHER
SHOWN ON THE DRAWINGS OR NOT AND RESTORE TO NEW CONDITION.
8. THE CONTRACTOR SHALL MAINTAIN ALL GRADES, LINES, LEVELS, AT
LOCATIONS AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK.
9. THE CONTRACTOR SHALL COORDINATE ALL WORK TO PREVENT
CONFLICTS BETWEEN TRADES AND SHALL REPORT CONFLICTS OR
INCONGRUITIES BETWEEN NEW IMPROVEMENTS AND/OR EXISTING
FACILITIES TO THE CITY REPRESENTATIVE IMMEDIATELY.
10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL QUANTITIES OF
MATERIALS SHOWN ON DRAWINGS.
TREE PROTECTION NOTES:
1. REFER TO STANDARD SPECIFICATIONS OF THE CITY AND COUNTY OF SAN
FRANCISCO DEPARTMENT OF PUBLIC WORKS - 01 56 39 TEMPORARY TREE
AND PLANT PROTECTION.
2. PROTECT ALL EXISTING TREES WHOSE DRIP LINE LIES WITHIN 25 FEET OF
EXCAVATION, TRENCHING, GRADING, OR PATHWAY WORK, AGAINST INJURY
OR DAMAGE FROM CONSTRUCTION OPERATIONS.
3. PROTECT TREES PRIOR TO COMMENCING WORK BY ERECTING A
TEMPORARY SAFETY FENCE PER DETAIL ABOVE ON SIDE(S) ADJACENT TO
CONSTRUCTION.
4. PRIOR TO ANY DEMOLITION, CONTRACTOR TO OBTAIN WRITTEN APPROVAL
OF TREE PROTECTION LAYOUT BY CITY REPRESENTATIVE.
5. IF TREES ARE TO BE REMOVED DURING THE MIGRATORY-BIRD NESTING
SEASON (FEBRUARY 15 TO AUGUST 31 OF EACH YEAR), TREES MUST BE
SURVEYED BY A QUALIFIED BIOLOGIST BEFORE THE ONSET OF
CONSTRUCTION. SEE SPECIFICATION SECTION 3.12 OF 01 35 43
ENVIRONMENTAL PROCEDURES.
6. ROOTS 2 INCHES DIAMETER AND LARGER SHALL BE HAND EXCAVATED AND
LEFT INTACT. SMALLER ROOTS THAT REQUIRE CUTTING SHALL BE CUT
CLEANLY AND OBLIQUELY WITH CUT SURFACES FACING DOWNWARD, AND
KEPT CONTINUOUSLY MOIST UNTIL BACKFILL IS REPLACED. DO NOT APPLY
PRUNING SEALS TO CUT END OF ROOT.
7. DAMAGED TREES, INCLUDING WOUNDS TO BRANCHES AND ROOTS, SHALL BE
PROMPTLY REPAIRED. FOR TREE ROOTS 2 INCHES DIAMETER AND LARGER,
CONTACT THE CITY REPRESENTATIVE PRIOR TO CUTTING.
8. FOR THOSE TREES NOTED TO REMAIN ON TREE PROTECTION PLANS, NO
VEHICLES OR MECHANICAL EQUIPMENT ARE PERMITTED ANY CLOSER TO A
TREE THAN 1/3 OF TREE HEIGHT OR TREE DRIP LINE, WHICHEVER DISTANCE
IS GREATER. SHOULD VEHICLES OR EQUIPMENT (OTHER THAN MECHANICAL
TRENCHING) BE NECESSARY WITHIN THIS PROXIMITY OF A TREE, A 4 INCH
DEEP LAYER OF APPROVED BARK MULCH SHALL BE APPLIED OVER THE AREA
TO BE USED BY SUCH VEHICLES OR EQUIPMENT AFTER ASSESSMENT BY
CERTIFIED ARBORIST.
1. SEE SPECIFICATIONS FOR FULL PLANTING INFORMATION.
2. PLANT LIST IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN CASE OF
DISCREPANCIES, THE PLAN SHALL GOVERN.
3. CONTRACTOR SHALL REVIEW PLANT LOCATIONS WITH THE CITY
REPRESENTATIVE PRIOR TO PLANTING.
4. THE CITY REPRESENTATIVE RESERVES THE RIGHT TO MAKE
SUBSTITUTIONS, ADDITIONS, OR DELETIONS IN THE PLANTING SCHEME AS
THE WORK PROGRESSES.
5. ALL PLANT MATERIAL SHALL BE INSPECTED PRIOR TO PLANTING.
CONTRACTOR SHALL REVIEW ALL PLANT MATERIAL ON SITE WITH CITY
REPRESENTATIVE. INSTALL MATERIAL ONLY AFTER OBTAINING WRITTEN
APPROVAL FROM THE CITY REPRESENTATIVE VIA
SUBMITTALS/PHOTOGRAPHS. ALLOW 48 HOURS NOTICE PRIOR TO PLANT
DELIVERY TO THE SITE FOR APPROVAL AND PLANTING
GENERAL LANDSCAPE NOTES LAYOUT NOTES
PLANTING NOTES
TREE PROTECTION
ABBREVIATIONS
ASPHALTIC CONCRETE
APPROXIMATE
BOTTOM OF CURB
BUILDING
BY OTHERS
BACK OF CURB
BOTTOM OF STEP
BACK OF WALL
CITY & COUNTY OF
SAN FRANCISCO
CENTER LINE
CONCRETE
CONDITION
CONTINUOUS
CONTROL JOINT
DIAMETER
DRAWING
EXISTING
EACH
EXPANSION JOINT
EQUAL
EXPANSION
FINISH GRADE
FACE OF BUILDING
FACE OF CURB
FINISH SURFACE
FEET
GALVANIZED
HIGHEST POINT
INCHES
JOINT
KEYED CONSTRUCTION JOINT
LIMIT OF WORK
MAXIMUM
AC
APPROX.
B.C.
BLDG.
B.O.
B.O.C.
B.S.
B.O.W.
CCSF
C
CONC.
COND.
CONT.
C.J.
DIA.
DWG
(E)
EA
E.J.
EQ
EXP
F.G.
F.O.B F.O.C.
F.S.
F.T.
GALV.
H.P.
IN.
JT.
K.J.
L.O.W.
MAX.
MINIMUM
MANUFACTURER
MANUFACTURED
NEW
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OVERHEAD CONTACT SYSTEM
OUTSIDE DIAMETER
PLANTING AREA
POINT OF BEGINNING
RADIUS
ROADWAY
REFERENCE
REQUIRED
SECTION
SHEET
SIMILAR
SCORE JOINT
SEE ELECTRICAL DWGS
SEE MECHANICAL DWGS
SEE SF WATER DEPT. DWGS
SPECIFICATIONS
STATION POINT
STREET
STANDARD
STAINLESS STEEL
TELEPHONE PULL BOX
TRASH RECEPTACLE
TYPICAL
UNLESS OTHERWISE NOTED
VERIFY IN FIELD
MIN.
MFR.
MANUF.
(N) N.I.C.
NO.
N.T.S.
O.C.
O.C.S.
O.D.
P.A.
P.O.B.
R.
RDWY
REF.
REQ'D
SECT.
SHT.
SIM.
S.J.
S.E.D.
S.M.D.
S.W.D.
SPECS.
STA. PT.
ST.
STD.
ST. STL.
TPB
TR.
TYP.
U.O.N.
V.I.F.
L
1. ALL MATERIAL TO BE REMOVED SHALL BE DISPOSED OF BY
CONTRACTOR, IN A LEGAL MANNER AS CONTRACTOR'S PROPERTY.
2. ALL DEMOLITION WORK WITHIN DRIP LINE OF EXISTING TREES TO REMAIN
SHALL BE DONE BY HAND. CLEANLY CUT ANY ROOTS LARGER THAN ONE
INCH DIAMETER. DO NOT CUT ANY ROOTS LARGER THAN 2" DIA. WITHOUT
CITY REPRESENTATIVE APPROVAL. DO NOT TEAR ROOTS. SEE TREE
PROTECTION NOTES.
3. IF TREES ARE TO BE REMOVED DURING THE MIGRATORY-BIRD NESTING
SEASON (FEBRUARY 15 TO AUGUST 31 OF EACH YEAR), TREES MUST BE
SURVEYED BY A QUALIFIED BIOLOGIST BEFORE THE ONSET OF
CONSTRUCTION. SEE SPECIFICATION SECTION 3.12 OF 01 35 43
ENVIRONMENTAL PROCEDURES.
4. FOR DEMOLITION WORK AT SIDEWALK, PROVIDE AN ACCESSIBLE, CLEAR
PATH OF TRAVEL OF MIN. 4'-0" AT ALL TIMES. PROVIDE TREE PROTECTION
FOR EXISTING TREES TO REMAIN, SEE SPECS.
5. SEE SURVEY FOR EXISTING CONDITIONS.
6. ENSURE PROTECTION OF EXISTING SITE AND STREET TREES
7. FOR DEMOLITION OF EXISTING UTILITIES, SEE DEMOLITION PLAN.
EXISTING UTILITIES TO BE REMOVED SHALL BE REMOVED IN THEIR
ENTIRETY WITHIN THE PROJECT BOUNDARY. WHERE THE ABANDONED
LINES EXTEND BEYOND THE LIMIT OF WORK, LINES SHALL BE CUT AND
CAPPED AT THE LIMIT OF WORK. PROTECT EXISTING UTILITIES TO
REMAIN.
8. UNLESS OTHERWISE NOTED, PROTECT EXISTING ELEMENTS ON
ADJACENT PROPERTIES.
9. PROVIDE PROTECTION AND REGULAR WATER FOR EXISTING PLANT
MATERIAL TO REMAIN FOR THE ENTIRE DURATION OF THE PROJECT.
10. DIFFERENT SOIL TYPES MUST BE SEPARATED AND STOCKPILED
SEPARATELY. PILES ARE TO BE LABELED AND COVERED.
DEMOLITION NOTES
SCALE: NOT TO SCALE
ON-SITE TREE PROTECTION
72" HIGH CHAIN LINK
FENCE W/ DRIVEN 3" DIA.
STEEL POSTS, TYP.
DR
IP
LI
NE
MI
N.
DR
IP
LI
NE
6'-0"
3'-0"
TREE HEIGHT
DRIP LINE OR 1/3 TREE HEIGHT
WHICHEVER IS GREATER
4" MULCH WITHIN FENCE
PULLED AWAY FROM
TRUNK OR WITHIN CRITICAL
ROOT ZONE.
IRRIGATION NOTES
1. THESE NOTES AND IRRIGATION PLAN GOVERN IRRIGATION
INSTALLATION ONLY AND ARE NOT INTENDED TO GOVERN OTHER WORK.
2. VERIFY LOCATIONS OF POINT OF CONNECTION AND MAIN LINES,
PARTICULARLY IN RELATION TO THE PROPOSED METER PRIOR TO
COMMENCEMENT OF WORK. ANY DISCREPANCY BETWEEN THE
DRAWINGS AND FIELD CONDITIONS WHICH AFFECTS IRRIGATION
LAYOUT SHALL BE BROUGHT TO THE ATTENTION OF THE CITY
REPRESENTATIVE PRIOR TO THE INSTALLATION OF ANY PIPE. THE
CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF AN
IRRIGATION SYSTEM THAT PROVIDES 100% COMPLETE, HEAD TO HEAD
COVERAGE TO ALL PLANTED AREAS. RETURN FUNCTIONALITY OF (E)
SYSTEM THAT IRRIGATES OUTSIDE THE LIMIT OF THE WORK OF THE
CONTRACT SHALL INCLUDE ADJUSTMENTS TO THE SYSTEM INDICATED,
INCLUDING QUANTITIES OF PIPING, HEADS, NOZZLES & OTHER
EQUIPMENT, AS NECESSARY TO ASSURE COMPLETE COVERAGE
WITHOUT ADDITIONAL COST TO THE CONTRACT.
3. THE SYSTEM WAS CALCULATED FOR 40-70 PSI. ALERT THE CITY
REPRESENTATIVE IF THIS PRESSURE DIFFERS FROM THE SITE
CONDITION DOWNSTREAM OF THE BACKFLOW PREVENTER.
4. ALERT THE CITY REPRESENTATIVE PRIOR TO TRENCHING, DEMO AND
REMOVAL OF ANY PARTS OF THE EXISTING IRRIGATION SYSTEM FOR
THE PURPOSE OF SALVAGING EXISTING HEADS AND USABLE
EQUIPMENT. SALVAGE EQUIPMENT AT THE DIRECTION OF THE CITY
REPRESENTATIVE. ABANDON EXISTING UNDERGROUND PORTIONS OF
THE IRRIGATION SYSTEM IN PLACE AS REQUIRED, REMOVE AND
DISPOSE OF UNDERGROUND EQUIPMENT WHERE CONFLICTS OCCUR
AND DISPOSE OFFSITE PER LOCAL CODES AND AS THE CONTRACTOR'S
OWN PROPERTY.
5. THE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW
EXACT LOCATIONS OF PIPING, VALVES OR CONTROL LINES. INSTALL
THESE ITEMS PARALLEL TO AND AS CLOSELY AS POSSIBLE TO CURBS,
HEADERS OR PAVING EDGES AND WITHIN PLANTED AREAS UNLESS
OTHERWISE INDICATED, REFER TO IRRIGATION DETAILS. VERIFY IN FIELD
THE EXACT LOCATIONS OF VALVE BOXES, GATE VALVES AND QUICK
COUPLERS WITH THE CITY REPRESENTATIVE PRIOR TO INSTALLATION.
6. IRRIGATION HEAD LOCATIONS ARE INDICATED AS ACCURATELY AS
POSSIBLE ON THE DRAWINGS. INSTALL HEADS AS INDICATED BY THE
CENTERLINE OF THE SYMBOL AND IN ACCORDANCE WITH INSTALLATION
DETAILS AND MANUFACTURER'S RECOMMENDATIONS.
7. COORDINATE WORK WITH ALL APPROPRIATE TRADES FOR THE
INSTALLATION OF PIPING, PIPE SLEEVES AND ELECTRICAL CONDUIT.
8. INSTALL ALL OTHER CONTROL WIRING IN SCH 40 PVC SLEEVING OF
SUFFICIENT SIZE FOR EASY INSERTION AND REMOVAL.
9. INSTALL EACH SOLENOID VALVE IN A SEPARATE VALVE BOX PER DETAIL.
10. POP-UP SPRINKLER HEIGHT: INSTALL 12" IN GROUND COVER/ SHRUB
AREAS, 6" IN LAWN AREAS.
11. PROVIDE TEMPORARY FENCING AS AS REQUIRED DURING TRENCHING
AND CONSTRUCTION FOR SAFETY OF PUBLIC PER SPECIFICATIONS.
ALERT CITY REPRESENTATIVE PRIOR TO CONSTRUCTION.
12. CONTRACTOR TO REPAIR ANY PART OF THE IRRIGATION SYSTEM TO
REMAIN THAT IS DAMAGED DURING CONSTRUCTION.
13. IRRIGATION PIPING DOWNSTREAM OF THE REMOTE CONTROL VALVE
SHALL BE SIZED PER THE LATERAL PIPE SIZING SCHEDULE.
14. REFER TO THE IRRIGATION LEGEND FOR SPRINKLER FLOW RATES
(GPM). NO PIPING DOWNSTREAM OF THE REMOTE CONTROL VALVE TO
THE SPRINKLER SHALL BE SIZED SMALLER THAN THE SPRINKLER
THREADED INLET SIZE.
15. CONTRACTOR SHALL REPLACE AND REPAIR LAWN IRRIGATION
DISTURBED AS PART OF THIS ALTERNATE WORK. COMPLETED
IRRIGATION SHALL PROVIDE COMPLETE COVERAGE OF LAWN. MAKE
ADJUSTMENTS IN QUANTITIES OF EQUIPMENT TO ACHIEVE REQ.
COVERAGE AT NO ADDITIONAL COST TO THE CONTRACT.
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LANDSCAPE NOTES AND ABBREVIATIONS
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LIMIT OF WORK
LEGEND
ACCESSIBLE POINT OF ENTRY TO THE SITE
ACCESSIBLE PATH OF TRAVEL: 1.5% MAX.
CROSS SLOPE, 4.6% MAX. RUNNING GRADE.
LANDINGS 1.8% MAX. IN ALL DIRECTIONS. 48"
MIN CLEAR WIDTH. 60" CLEAR WIDTH IN
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ACCESSIBLE PATH OF TRAVEL PLAN
L-0.1
BACKFLOW
PREVENTER
X L-X.0
NOTES:
1. NO WORK SHALL COMMENCE PRIOR TO TREE PROTECTION IN PLACE
2. AMEND PLANTED AREAS WITH ORGANIC COMPOST TO A DEPTH OF 8"/ 3CY PER 1000 SF
3. PREPARE SOD PLANTING AREAS PER GROWER'S RECOMMENDATION
4. PROVIDE A NEAT AND CLEAN TRANSITION BETWEEN (E) AND (N) SOD. CUT A CLEAN , SMOOTH AND SHARP EDGE ON (E) TURF
PRIOR TO INSTALLING NEW SOD, TYP
5. PLANT QUANTITIES PROVIDED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN CASE OF DISCREPANCIES, THE PLAN
DRAWING SHALL GOVERN.
6. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT 21 DAYS PRIOR TO THE PLANT DELIVERY TO ARRANGE THE ON
SITE REVIEW AND INSPECTION WITH THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT PLANT MATERIAL FOR DISCREPANCIES IN SIZE SPECIFIED, HEALTH OR CONDITION ONSITE. THE CONTRACTOR SHALL REVIEW ALL PLANT MATERIAL FOR HEALTH AND QUALITY ON SITE WITH THE LANDSCAPE ARCHITECT AND MAY INSTALL PLANT
MATERIAL ONLY AFTER OBTAINING APPROVAL FROM THE LANDSCAPE ARCHITECT
7. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS AND DELETIONS IN THE PLANTING SCHEME AS THE WORK PROGRESSES BASED ON SITE CONDITIONS OR THE AVAILABILITY OF SIZES, SPECIES AND VARIETIES OF
SPECIFIED PLANT MATERIAL AT NO ADDITIONAL COST TO THE CONTRACT
8. ADJUST PLANTING AS DIRECTED BY CITY REPRESENTATIVE DURING SHRUB PLANTING ONSITE FOR ACCESS TO FACILITIES
9. THE LOCATIONS SHOWN ON PLANS ARE DIAGRAMMATIC ONLY, CHANGES IN THE FINAL LAYOUT OF THE PLANTING SCHEME
SHALL BE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT AND SHALL INCUR NO ADDITIONAL COST TO THE CONTRACT.
10. ALL GROUNDCOVER AND SHRUBS SHALL BE SPACED TRIANGULARLY
11. FOR SHRUB AREAS, PROVIDE 3" DEPTH SHREDDED FIR BARK MULCH IN ALL SHRUB PLANTING AREAS
PLANTING SCHEDULE
SYMBOL BOTANICAL NAME
Achillea millefolium 'Cerise Queen'
COMMON NAME
YARROW
SIZE
1 GAL
QTY
REMARKS
Elymus glaucus BLUE WILDRYE 1 GAL
Cistanthe grandiflora ROCK PURSLANE 1 GAL
1 GALAchillea millefolium 'Moonshine' MOONSHINE YARROW
NARROWLEAF MILKWEED
(E) TREE TO REMAIN
LIMIT OF WORK
Erigeron glaucus
Eriogonum grand rubescens
Lavandula stoechas
Ribes sanguineum
Rudbeckia californica
Salvia elegans
Salvia nemorosa
Salvia spathacea
Asclepius fascicularis
Salvia ulignosa
PLANTING LEGEND
SEASIDE DAISY
RED-FLOWERED BUCKWHEAT
SPANISH LAVENDER
RED FLOWERING CURRANT
CALIFORNIA CONEFLOWER
PINEAPPLE SAGE
WOODLAND SAGE
HUMMINGBIRD SAGE
BOG SAGE
1 GAL
1 GAL
1 GAL
1 GAL
1 GAL
1 GAL
1 GAL
1 GAL
1 GAL
1 GAL
Trachelospermum jasminoides STAR JASMINE 1 GAL
BLUE/RYE SOD: BAYSIDE BLEND, 34" CUT,
APPROX. 4000 SF OR EXTENT OF
CONSTRUCTION RELATED DISTURBED AREA,
WHICHEVER IS GREATER.
AVAILABLE FROM: WEST COAST TURF,
WWW.WESTCOASTTURF.COM
PH: 888-893-8873
(E) TREE STUMP TO BE REMOVEDX
L.O.W.
L.O.W
L.O.W.
BUILDING
GRIND (E)
STUMP 24"
BELOW FG
X
REDWOOD
HEADER
L-2.0
TRASH
CONTAINER
L-2.0
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PLANTING PLAN
L-1.0
"X ""X"
"X"
12" MIN.
CLEARANCE FROM TREE
TRUNKS, WHERE OCCURS
4" MIN. FROM EDGE OF
PLANTING AREA
EDGE OF PLANTING AREA,
SEE LAYOUT PLANS
SHRUB OR GROUND
COVER PLANT, TYP.
NOTES:
1. FOR SHRUB OR GROUND COVER
PLANT SPACING DISTANCE, SEE
PLANTING PLAN.
SCALE: 1" = 1'-0"
TRIANGULAR PLANT SPACING2
1 1 /2"
ELEVATE ROOT CROWN ABOVE
FINISH GRADE OR WATERING
BERM, WHERE OCCURS
3" MIN. BARK MULCH, HOLD
AWAY FROM STEM, SEE SPECS.
WATERING BERM
CARDBOARD,
SEE SPECS.
BACKFILL MIX,
SEE SPECS.
PLANT PIT, SCARIFY, SEE
SPECS. FOR SIZE
ROOTBALL
SCALE: 1" = 1'-0"
SHRUB PLANTING1
5 3/4 [144] 14 3/4 [375]
22 [559]
Ø28 3/4 [Ø733]
43 1/2 [1108] 34 3/4 [884]
FREESTANDING
GLIDES
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TRASH RECEPTACLE5
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"MIRACLE GARDEN TIES" AT 8" TO 12" INTERVALS TO TRAIN VINE TO FENCE/WALL
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FENCE OR POST
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2"X6" RWD HDR W/45° MITERED JOINTS SCORE IF NECESSARY TO BEND FOR PATH RADIUS
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AutoCAD SHX Text 2X4 P.T.D.F. STAKES, EVERY 4' O.C. MIN. SET TOP OF STAKE 3" BELOW HEADER AND STAKE EXTENDS 24" BELOW F.G, TYP.
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SIDE OPENING RECEPTACLE, 34 GAL., BLACK, NO LOCK
AutoCAD SHX Text www.landscapeforms.com Ph: 800.521.2546
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PLANTING & GENERAL DETAILS
L-2.0
(E) TREE TO REMAIN, PIP
LIMIT OF WORK
IRRIGATED TURF
STATION #
GPM VALVE SIZE
SYMBOL MANUF. DESCRIPTION EQUAL
MAIN LINE 2" SCH. 40 GALV. PIPE, 24" MIN. DEPTH.
LATERAL LINE: SCH 40, SIZE AS INDICATED
ON LATERAL PIPING SIZE SCHEDULE, 18"
MIN DEPTH
2" IBV, 2" IN B09 CHRISTY BOX, SEE DETAIL
IRRIGATION LEGEND
RAINBIRD
44LRC
RR1
1" 22
QUICK COUPLER, QB44LRCAR10, WITH
SPRING LOADED LOCKABLE CAP & CONCRETE
COLLARS/BOXES AS REQ, SEE PLAN & DETAIL
KEY:
BUCKNER
NIBCO GATE VALVE: T-113, 2" RED &
WHITE
HUNTER
(E) VERIFY IN FIELD, ADD MODULES AS
NECESSARY TO ACCOMMODATE NEW VALVES
IRRIGATION SLEEVE: SCH 40 PVC IPS PLASTIC
PIPE, 18" MIN DEPTH, U.O.N.
LATERAL PIPING SIZE SCHEDULE
PIPE SIZE
(NOMINAL SCH 40 PVC)GPM
8 OR LESS
3/4" Ø
1" Ø 1 1/4" Ø 1 1/2" Ø 2" Ø 2 1/2" Ø
3" Ø116 OR MORE
HUNTER
SYMBOL MANUF. DESCRIPTION GPM
ROTOR: 1-20-O4-SS-CV 3.0
HUNTER MP ROTATOR: PRS 40-MP-2000-90, 210 .43, .77
NOTE:
1. P.O.C AT LOCATION OF (E) 4" IRRIGATION MAINLINE. VIF EXACT LOCATION.
2. IRRIGATION PIPING DOWNSTREAM OF THE REMOTE CONTROL VALVES SHALL
BE SIZED PER THE CHART ABOVE AND NOT INDICATED ON THE PLAN
DRAWINGS. REFER TO THE IRRIGATION LEGEND FOR SPRINKLER FLOW
RATES (GPM). NO PIPING DOWNSTREAM OF THE REMOTE CONTROL VALVE TO
THE SPRINKLER SHALL BE SIZED SMALLER THAN THE SPRINKLER THREADED
INLET SIZE.
3. CONNECT IRRIGATION VALVES TO (E) CONTROLLER, SEE ELECTRICAL PLANS
AND VERIFY CAPACITY AND LOCATION WITH CITY REPRESENTATIVE. ADD
MODULES AS NECESSARY TO ALLOW FOR NEW IRRIGATION VALVES AS
REQUIRED IN THIS PLAN.
4. ADD IRRIGATION SPRAY HEADS AND CHANGE NOZZLES TO AVOID
OVERSPRAY ONTO HARDSCAPE AT NO ADDITIONAL COST TO THE CONTRACT.
5. SEE RPD STANDARD REMOTE CONTROL VALVE DETAIL FOR COMPLETE VALVE
ASSEMBLY INCLUDING NIBCO BRASS ISOLATION BALL VALVE.
6. CONTRACTOR TO RECONFIGURE ANY COMPONENT OF THE EXISTING
IRRIGATION SYSTEM THAT IS IN THE WAY OF CONSTRUCTION AND RETURN
TO A FUNCTIONING SYSTEM
7. ALL PIPING THAT IS UNDER PAVING SHALL BE SLEEVED IN SCH. 80 PVC
SLEEVES
8. ALL IRRIGATION WIRING SHALL BE SLEEVED, S.E.L.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND RETURN THE (E)
IRRIGATION SYSTEM TO THE FUNCTION PRIOR TO THE NTP
MP ROTATOR: PRS 40-MP-1000-90, 210, 360HUNTER
MP ROTATOR: PRS 40-MP-SS-530HUNTER
.23, .44, .84
0.38
L.O.W.
L.O.W
L.O.W.
BUILDING
POC
EXISTING
MAINLINE 4"
MAINLINE
LOCATION.
VIF
RR1
1" 6
RR2
2" 36
RR3
1" 6
2" DOMESTIC
BACKFLOW.
SEE SPECS.
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DATE:
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SHEET OF SHEETS
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DIVISION MANAGER
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DEPUTY DIVISION MANAGER
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SECTION MANAGER
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REV. NO.
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APPROVED
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DRAWING NO.
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FILE NO.
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SCALE:
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CONTRACT NO.
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PRECITA PARK
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IMPROVEMENTS PROJECT
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DESCRIPTION
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BY
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APP.
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DATE
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NO.
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TABLE OF REVISIONS
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DESIGNED:
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DATE:
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AA
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DRAWN:
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DATE:
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AS
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CHECKED
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DATE:
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JC
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IRRIGATION PLAN
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SCALE:
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NTS
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2" DOMESTIC BACKFLOW PREVENTER
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BACKFLOW PREVENTER ENCLOSURE, SEE SPECS.
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REDUCED PRESSURE BACKFLOW PREVENTER WITH INLINE BASKET STRAINER
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GATE VALVE, TYP.
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CONCRETE PAD, 8" THICK
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PIPE SLEEVE, TYP.
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UNION BOTH RISERS, TYP.
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FLANGED ELBOW, TYP.
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GALV. STEEL, TYP.
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PIPE BRACE, TYP.
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CONCRETE THRUST BLOCK, TYP,
MAINLINE, SCH 40 GALV. PIPE
SCALE:
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NTS
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VALVE BOX INSTALLATION DETAIL
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%%UTOP VIEW%%U
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EDGE OF LAWN, WALK, FENCE, CURB, ETC.
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13X20 JUMBO VALVE BOX
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14X19 RECTANGULAR VALVE BOX
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ROUND VALVE BOX
AutoCAD SHX Text NOTES: 1. CENTER BOX OVER VALVE TO FACILITATE SERVICING VALVE. CENTER BOX OVER VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. SET VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN AREA ONLY IF GROUND COVER/SHRUB AREA DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. VALVE BOXES SHALL BE CONCRETE AND VANDAL RESISTANT, WITH LOCKABLE VALVE BOXES SHALL BE CONCRETE AND VANDAL RESISTANT, WITH LOCKABLE OR BOLT DOWN LIDS, SEE SPECS.
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SCALE:
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NTS
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GAVE VALVE AND VALVE BOX
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VALVE BOX WITH EXTENSION AS NECESSARY, SEE SPECS. FOR TYPE
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FINISH GRADE
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GATE VALVE
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GALVANIZED STEEL UNION, TYP. BOTH SIDES
AutoCAD SHX Text 1/2" MESH, 19 GAUGE, GALV. WIRE TO COVER BOTTOM AND VALVE BOX CUT-OUTS, ADJ. TO BOX
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MAIN SUPPLY LINE
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3/4" DRAIN ROCK
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SCALE:
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NTS
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PIPE SLEEVE
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AutoCAD SHX Text PIPE SLEEVE SHALL BE SCH 80 PVC, DIAMETER SHALL BE 2 PIPE SIZES BIGGER THAN WATER PIPE
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WATER PIPE
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SCALE:
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NTS
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POP-UP W/SWING JOINT
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ROTOR SPRINKLER HEAD. REFER TO NOTE/PLAN DETAIL FOR AREAS ADJACENT TO PATHS
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SCH 80 PVC NIPPLE. LENGTH AS REQUIRED.
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SCH 80 PVC COUPLING
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SCH 80 PVC CLOSE NIPPLE
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SCH 80 TRIPLE SWING KBI F & M I.P.S.
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SCH 40 PVC LATERAL LINE
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LATERAL FITTING, SOLVENT WELD OUTLET
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SCH 80 PVC NIPPLE
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8" SCH 80 PVC NIPPLE. INCORPORATE CHECK VALVE WHERE REQUIRED
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SCH 80 PVC TRIPPLE SWING KBI F & M I.P.S.
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PVC MALE ADAPTER
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SCH 80 PVC THREAD 90° EL
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FINISH GRADE
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FRONT VIEW
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TOP VIEW
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SCALE:
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NTS
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IRRIGATION SUPPLY LINE
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FINISHED GRADE
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NATIVE SOIL BED
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SUPPLY LINE, REFER TO IRRIGATION PLAN FOR SIZE
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SAND BED AND COVER OR SELECTED NATIVE SOIL AS SPECIFIED
AutoCAD SHX Text NOTES: 1. SEE SPECS. FOR SLEEVING UNDER SEE SPECS. FOR SLEEVING UNDER ROADWAY AND ALL OTHER PAVING.
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TOP VIEW
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FRONT VIEW
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QUICK COUPLER INSTALLED IN CHRISTY V1 ENCLOSURE W. CONCRETE LID
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QUICK COUPLING VALVE
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FINISH GRADE
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1"X10" SCH 40, GALV. STEEL NIPPLE
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90° ELBOW, SCH 40 GALV.STEEL, THREADED
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1"X12", SCH 40 GALV. STEEL NIPPLE
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MAIN LINE FITTING
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IRRIGATION SUPPLY LINE
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TEFLON TAPE REQUIRED AT ALL JOINTS
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90° ELBOW, SCH 40GALVANIZED STEEL
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1"X3" SCH 40 GALV. STEEL NIPPLE
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1"X3" SCH 40 GALV. STEEL NIPPLE
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QUICK COUPLING VALVE (NIPPLE AND ELBOW BELOW)
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SCALE:
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NTS
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QUICK COUPLING VALVE IN ENCONLOSURE
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SHEET OF SHEETS
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DIVISION MANAGER
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DEPUTY DIVISION MANAGER
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SECTION MANAGER
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REV. NO.
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APPROVED
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DRAWING NO.
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FILE NO.
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SCALE:
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CONTRACT NO.
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PRECITA PARK
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IMPROVEMENTS PROJECT
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DESCRIPTION
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BY
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APP.
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DATE
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NO.
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DESIGNED:
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AA
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IRRIGATION DETAILS
L-4.0
| L3.0_IRRIG-L-0.0 |
| Sheets and Views |
| L-0.0 |
| L0.0_NOTES ABBRV-L-0.0 |
| Sheets and Views |
| L-0.0 |
| L0.1_ADA-L-0.0 |
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| L-0.0 |
| L1.0_PLANT-L-0.0 |
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| L-0.0 |
| L2.0_PLANT DET-L0.0 |
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| L0.0 |
| L4.0_IRRIG DET-L0.0 |
| Sheets and Views |
| L0.0 |
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