543.30' 525.40'
S53°01'00"E N40°16'00"E
80.16' N65°26'00"W S40°16'00"W 83.13'
15 FL=11.17 RIM=14.54 W A A A A BB G2 G2 1 G2 V G2 V1 G2 G2 G2 1 G2 V G2 G2 G2 G2 G3 G2 G3 TELE WW GM UTELE W W A A A A AA G2 C C C C C C C C C 2 4 4 4 4 4 4 4 4 4 4 4 4 9 9 9 9 9 9 9 9 5 5 2 2 2 2 2 2 3 3 77 7 9 9 9 7 3 3 88 8 8 8 8 33 8 8 8 4 8 48 8 8 8 4 8 4 3 5 5 12 3 3 3 3 3 3 3 33 3 3 3 3 101010101010 22 3 3 101010 10 10 10 101010101010101010101010 10 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22222222222222222 222222 2 222222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 8 8 2 3 3 3 3 3 3 3 3 3 3 4 3 4 4 3 4 3 3 3 3 1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 11 1 2 1 1 2 1 2 2 22 2 1 11 2 1 1 2 4 4 4 4 1 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 33 1 1 12 2 1 3 2 2 3 2 1 3 2 1 5 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 1 1 5 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 555 555 3 3 3 3 3 33 3 3 33 2 3 3 1 3 3 3 2 2 5 3 1 1 3 1 5 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 55 5 5 55 5 5 5 55 5 5 5 55 5 5 5 55 5 55 5 5 55 5 5 5 55 5 4 9 5 4 4 3 4 4 4 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 9 9 9 4 9 9 9 9 9 9 9 9 9 9 5 2 2 2 2 2 2 7 9 9 9 9 9 9 9 9 7 9 9 9 9 9 7 9 3 7 9 8 8 8 7 8 8 4 3 8 4 8 4 8 8 8 8 8 4 8 8 4 8 4 8 8 8 8 8 8 4 12 5 12 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 2 2 33 2 3 3 3 3 3 3 2 33 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 7 8 4 3 7 8 4 9 8 9 9 9 9 9 8 9 9 9 9 9 9 5 9 9 9 9 9 3 9 2 33 3 5 5 5 5 1 5 3 5 5 5 5 1 5 5 5 5 2 2 3 3 3 1 1 3 2 1 2 5 1 11 1 2 5 3 3 2 5 5 5 5 5 5 5 5 3 5 2 5 2 5 5 1 5 5 5 5 1 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 4 55 5 5 5 4 5 5 9 5 8 5 4 8 7 5 5 5 9 9 9 9 8 8 8 8 7 7 777777777 9 9 9 9 9 9 9 9 9 9 9 9 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 121212 12 12 12 12 2 2 2 5 5 5 2 2 2 2 5 5 5 2 2 5 5 5 2 2 5 5 5 2 2 5 5 5 2 2 5 5 5 2 2 5 5 5 2 2 5 5 5 5 5 5 5555555555555555555555555555555555555555555555 5555 55 5555 5555 55 55 5 55 55 5 5 5 5 10"TREE (2)4"TREE 6"TREE6"TREE 8"TREE 7"TREE 33"PINE 35"/30"/36"/34" 39"CYPRESS 25"CYPRESS 14"CYPRESS 34"CYPRESS 48"CYPRESS 10"JUNIPER 2 3 46"/26"/18"/12"5 35"CYPRESS6 60"CYPRESS4 1 1 CYPRESS CLUSTER CYPRESS CLUSTER 38"CYPRESS 10"CYPRESS 8 13 9 10 11 12 10",12"CYPRESS 7 BUILDING B BUILDING C BUILDING A BUILDING D VACANT TO REMAIN UNDEVELOPED AREA (N) DRIVEWAY ASPHALT (N) DRIVEWAY ASPHALT(N) PARKING (N) PARKING (N) PARKING MATCHLINE MATCHLINE MATCHLINE MATCHLINE (N) DRIVEWAY ASPHALT (N) PARKING GRASSPAVE (N) PARKING GRASSPAVE (E) WILLOW ARROYO AREA WETLAND DELINEATION LINE WETLAND DELINEATION LINE (E) PATIO (E) PARKING LOT (N) DRIVEWAY ASPHALT(N) DRIVEWAY ASPHALT (N) PARKING (E) DRIVEWAY 1 07/23/19 M.C. L1.0 DATE: JUNE 4, 2022 SCALE: 1" = 20'-0" LANDSCAPE PLAN TITLE: SHEET NO: PLAN LANDSCAPE REVISIONS
MIXED USE PROJECT
540 & 570 CRESPI DRIVE PACIFICA, CALIFORNIA 2 10/28/19 M.C. 3 12/02/20 M.C. 3 3 3 4 06/4/22 M.C. 4 4 4 4 543.30' 525.40'
S53°01'00"E N40°16'00"E
80.16' S40°16'00"W
15 W
A
A
A
A
BB G2 G2
1 G2
V G2V1 G2 G2 G2
1 G2
V G2 G2 G2 G2 G3 G2 G3 GM
W
W G2
C
C
C
C
C
C
C
C
C
2 4 4 4 4 4 4 4
4 4 4 4 4
9 9 9 9 9 9 9 9
5 5
2 2
2 2 2
2 3
3 7
7 7
9 9 9
7 3
3 8
8 8
8 8
8 3
3 8
8 8
4 8
4 8
8 8 8
4 8
4 3
5 5 12
3 3
3 3
3 3
3 33
3 3
3 3 101010101010
2 2
3 3 101010 10 10 10 101010101010101010101010 10 10
2 2
2 2 2
2 2 22 2 22 22
2 2 2
2 2 22 2 2
2222222222
2 222
222
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2 2
2 2
2 2 2 2 2 2 2 2
2 2
2 2
2 2
2 2
2 2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
8 8
8 2
3 3
3 3
4 3
4 4 3
4 3
3 3
3 3
1 1
1 2
2 1
1 1
2 1
1 1
4 4
4 4 4
4 4 4 4 4
4 4 4
4 4 4
4 4 4 4 4
4 4
4 4 4 4 4
4 4
3 3
3 1
1 1
2 2
1 3
2 2
3 2 1
3 2
5 1
V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 5 1 1
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5 5
5 5
5 5 5
5 5
5 5
5 5 5
5 5
5 5
5 5
5 5
5 5
5 5
3 3
3 3
3 3
3 2
3 3
1 3
3 2
2 5
3 1
1 3
1 3
5 5
4 9
4 4 4 4
2 4 4
4 4 4
4 4 4
4 4
4 4
4 4 4
4 4 4
4 4 4
9 9 9
4 9 9 9 9 9 9 9
9 9
9 5 2
2 2
2 2 2
7 9 9 9 9 9 9 9 9
7 9 9 9 9 9
7 9
3 7
9 8 88
7 8
8 4
3 8
4 8
4 8
8 8
8 8
4 8
8 4
8 4
8 8 8
8 8 8
4 12
5 12
3 2
2 2
2 2 2
2 2
2 2
2 2
2 2 2
2 2
2 2
2 2
2 2
2 2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
3 3
3 3
4 3
7 8
4 3
7 8
4 9
8 9 9
9 9
9 8
9 9
9 9
9 9
5 9 9
9 9 9 9
3 3
5 5 1
5 3
5 5
5 1
5 2
2 3
3 1
1 2
1 2
1 1
1 1
2 3
3 5
5 5
5 3
5 2
1 5
1 3
3 5
4 5
4 9
8 4
8 7
9 9 9
9 8
8 88
7 7
777777777
9 9 9 9 9 9 9 9 9 9 9 9 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 2 2 2 5 5 5
2 2 2 2 5 5 5
2 2 5 5 5
2 2 5 5 5
2 2 5 5 5
2 2 5 5 5
2 2 5 5 5
2 2 5 5 5 5 5 5 33"PINE 35"/30"/36"/34" 39"CYPRESS
2 3 46"/26"/18"/12"5 35"CYPRESS6 60"CYPRESS4
1 1 CYPRESS CLUSTER CYPRESS CLUSTER 10",12"CYPRESS 7 (N) DRIVEWAY ASPHALT (N) DRIVEWAY ASPHALT C R E S P I D R I V E (N) BUILDING POSTS *PER ARCH. DWGS. OUTLINE OF (E) HOUSE TO BE REMOVED (E) ADJACENT BUILDING (N) HANDICAP PARKING (N) PARKING (N) PEDESTRIAN PAINT STRIPING (N) ADDRESS / ORIENTATION SIGN (N) COLORED CONCRETE WALKWAY (E) CURB / GUTTER (E) CONCRETE (N) CONCRETE DRIVEWAY APPRON (E) UTILITY VAULT *SEE CIVIL DWGS. (N) PARKING (N) PARKING (N) COLORED CONCRETE CURB (TYP.) (N) BICYCLE STORAGE BUILDING B BUILDING C BUILDING A (N) PEDESTRIAN PAINT STRIPING (N) COLORED CONCRETE WALKWAY (N) COLORED CONCRETE CURB (TYP.) (N) DRIVEWAY ASPHALT (N) HANDICAP PAINT STRIPING (N) BUILDING POSTS (N) TRASH ENCLOSURE *SEE ARCH. DWGS. (N) ASPHALT DRIVEWAY ACCESS *SEE CIVIL DWGS. (N) FLOWERING TREES 5' 5' 10'-0"
10'-0"
SETBACK LINE (N) COLORED CONCRETE PATHWAY (N) NATIVE BIOSWALE GRASS (N) NATIVE WILLOW PLANTINGS (N) NATIVE GRASS (N) COLORED CONCRETE PATHWAY (E) TREES TO REMAIN *SEE (N) DRIVEWAY ASPHALT (N) PLANTING AREAS (N) LIVING WALL PER ARCH PLANS (N) LIVING WALL PER ARCH PLANS (N) LIVING WALL PER ARCH PLANS (N) FLOWERING TREES (N) DROUGHT TOLERANT GROUNDCOVER (N) DROUGHT TOLERANT GROUNDCOVER (N) NATIVE EVERGREEN TREES (9) 36" BOX SIZE (N) MAILBOXES *SEE ARCH DWGS (N) CONCRETE STEPPING PADS (N) WATER METERS LOCATION (N) CONCRETE SIDEWALK / CURB *INSTALL PER CITY (E) UTILITY COVERS (N) FIRE SERVICE BACKFLOW (E) UTILITY VAULT W/ SYNTHETIC STONE BOULDER COVER LIMIT OF AT&T VERIFY BY POT HOLING PRIOR TO CONSTRUCTION (N) ELECTRIC VEH. PARKING (N) HANDICAP RAMP *SEE CIVIL DWGS (N) CONCRETE SWALE *SEE CIVIL DWGS (N) PLANTING AREAS UNDERGROUND VAULT, SIDEWALK STDS *SEE CIVIL DWGS. *SEE CIVIL DWGS. DEVICE AREA PER CIVIL DWGS. (N) BOULDERS (N) BOULDERS (E) SIGNS (N) DRIVEWAY ASPHALT (N) PARKING (N) COLORED CONCRETE WALKWAY (N) COLORED CONCRETE CURB (TYP.) (N) WOOD DECK PATHWAY (N) COLORED CONCRETE PATHWAY (N) COLORED CONCRETE PATHWAY (N) GRASSPAVE *SEE CIVIL DWG'S (N) GRASSPAVE *SEE CIVIL DWG'S (N) DRIVEWAY STONE (E) WILLOW ARROYO AREA TO REMAIN (N) NATIVE ARROYO WILLOW PLANTINGS (#12) (N) NATIVE ARROYO WILLOW PLANTINGS (#12) (E) CYPRESS TREE TO BE REMOVED (E) CYPRESS TREE TO REMAIN (E) CYPRESS TREE TO BE REMOVED (E) DEAD PINE TREE TO BE REMOVED (E) CYPRESS TREE TO BE REMOVED (N) PERVIOUS CONCRETE PAVERS *INSTALL PER MANUFACTURER'S SPECS. (N) PERVIOUS CONCRETE PAVERS *INSTALL PER MANUFACTURER'S SPECS. (N) UNIT PAVER PERVIOUS (E) CYPRESS TREE TO BE REMOVED ARBORIST REPORT PARKING (N) PARKING 1 06/30/20 M.C. L1.1A DATE: SCALE: 1" = 10'-0" PLANTING PLAN TITLE: SHEET NO: PLAN LANDSCAPE REVISIONS
MIXED USE PROJECT
540 & 570 CRESPI DRIVE PACIFICA, CALIFORNIA
JUNE 4, 2022 GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE PROPOSED WORK PER CITY REQUIREMENTS. 2. CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, SITE IMPROVEMENTS, WATERPROOFING AND UNDERGROUND PIPING BEFORE CONSTRUCTION BEGINS. THE LANDSCAPE ARCHITECT ASSUMES NO LIABILITY FOR DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS. ALL DISCREPANCIES OR PROBLEMATIC SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3. WORK WITHIN THE RIGHT OF WAY IS SUBJECT TO INSPECTION AND APPROVAL BY THE CITY. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT PRIOR TO WORK WITHIN THE RIGHT OF WAY. THIS WORK MAY INCLUDE LANDSCAPING IN THE RIGHT OF WAY, NEW CURB DRAINS, AND PARKING STRIP. 4. FINISHED GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SHALL BE PROPERLY INSTALLED TO PREVENT ANY STANDING WATER. ALL HARDSCAPE SHALL HAVE A MINIMUM GRADE OF 2% UNLESS NOTED OTHERWISE. JUTE MESH EROSION CONTROL NETTING SHALL BE USED ON ALL 3:1 OR GREATER SLOPES & STAKED APPROPRIATELY. 5. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING TREES BY INSTALLING TEMPORARY FENCING AROUND THE TREES AS CLOSE AS POSSIBLE TO THE DRIPLINE. IN THE EVENT THAT TREE ROOTS OVER 6" ARE DISCOVERED, THE LANDSCAPE ARCHITECT SHOULD BE CONTACTED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL, & OTHER ENGINEERING DRAWINGS / DOCUMENTS FOR WORK IN RELEVANT AREAS. 7. THE LANDSCAPE ARCHITECT MAY MAKE SITE OBSERVATIONS DURING CONSTRUCTION BUT SHALL NOT BE UTILIZED TO SUPERVISE CONSTRUCTION ONSITE. PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL VERIFY PLANT AND SOD QUANTITIES PRIOR TO SUBMITTING BID FOR WORK. 2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST STANDARDS OF NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 3. PLANT MATERIAL CANNOT BE GUARANTEED AS DEER RESISTANT DUE TO CHANGING HABITS OF DEER. 4. ALL PLANTING AREAS SHALL BE COVERED WITH A LAYER OF BARK MULCH TO A MINIMUM DEPTH OF 2 INCHES, WITH A CHIP SIZE OF NO LESS THAN ONE INCH. A 2 INCH LAYER OF GREENWASTE MULCH UNDER THE BARK MULCH IS RECOMMENDED. 5. SOIL AMENDMENTS SHALL BE USED AS NECESSARY. SOIL AMENDMENT SHALL BE FREE OF DEBRIS. ROCKS LARGER THAN ONE INCH DIAMETER WILL NOT BE PERMITTED. SOIL AMENDMENTS ARE NOT PERMITTED IN TYPICAL NATIVE PLANT LANDSCAPE AREAS. 6. PLANTING HOLES SHALL GENERALLY BE 2x - 3x THE SIZE OF THE ROOT BALL. THE WALLS AND BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH 5% ORGANIC COMPOST & 95% EXISTING SOIL. PLANTING HOLES OF NATIVE PLANT MATERIAL SHOULD BE INOCULATED WITH MYCORRHIZAL FUNGI, PER MANUFACTURER'S SPECS. 7. TREES SHALL BE STAKED WITH TWO PRESSURE TREATED 2" DIA. POLES. TREE TRUNK SHALL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE-EIGHT BETWEEN TRUNK AND STAKE. 8. RESIDUAL WEED PRE-EMERGENT SHALL BE APPLIED BY THE CONTRACTOR AS NECESSARY. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 9. LAWN SHALL NOT BE INSTALLED ON SLOPES GREATER THAN 25%. ALL TURF AREAS SHALL BE FERTILIZED AT TIME OF INSTALLATION. LOT COVERAGE CALCULATIONS SITE MAP BUILDING B BUILDING C BLDG. VACANT
A TO REMAIN UNDEVELOPED AREA BUILDING D SCOPE OF WORK SCOPE OF WORK 1 1
1 1
1 2 12/02/20 M.C.
2 2
2 2 *SEE CIVIL ENGINEERING CALCS/PLANS
2 3 04/15/22 M.C.
3 3
3 3
4 4 4 06/04/22 M.C.
4 4
4 4
4 15 FL=11.17 RIM=14.54 W G2 G2 G2 G2 G2 G2 G2 G3
TELE WW GM UTELE W W A A A A AA B G2 4 4 4 4 4 77 7 9 9 9 12 3 33 3 3 2 10 10 10 10101010 222222 3 3 3 3 3 3 3 3 3 3 4 3 4 4 3 4 3 3 3 3 1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 11 1 2 1 1 2 1 2 2 22 2 1 11 2 1 1 2 4 4 4 4 1 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 33 1 1 12 2 1 3 2 2 3 2 1 3 2 1 5 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 V 1 1 1 5 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 555 555 3 3 3 3 3 33 3 3 33 2 3 3 1 3 3 3 2 2 5 3 1 1 3 1 5 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 55 5 5 55 5 5 5 55 5 5 5 55 5 5 5 55 5 55 5 5 55 5 5 5 55 5 5 4 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 7 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 12 12 3 3 3 3 3 33 3 3 3 3 3 3 33 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 7 4 3 7 9 9 9 9 9 9 9 5 9 9 3 2 33 3 5 5 5 5 1 5 3 5 5 5 5 1 5 5 5 5 2 2 3 3 3 1 1 3 2 1 2 5 1 11 1 2 5 3 3 2 5 5 5 5 5 5 5 5 3 5 2 5 2 5 5 1 5 5 5 5 1 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 4 55 5 5 5 5 5 5 5 7 5 5 5 9 9 9 7 7 777777777 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5555555555555555555555555555555555555555555555 5555 55 5555 5555 55 55 5 55 55 5 5 5 5 25"CYPRESS 14"CYPRESS 34"CYPRESS 48"CYPRESS 10"JUNIPER 46"/26"/18"/12"5 35"CYPRESS6 60"CYPRESS4 CYPRESS CLUSTER 38"CYPRESS 10"CYPRESS 8 13 9 10 11 12 (N) (N) PARKING BUILDING B (N) PEDESTRIAN PAINT STRIPING (N) COLORED CONCRETE WALKWAY (N) COLORED CONCRETE CURB (TYP.) (N) BUILDING POSTS (N) TRASH ENCLOSURE *SEE ARCH. DWGS. (N) ASPHALT DRIVEWAY ACCESS *SEE CIVIL DWGS. 5' 10'-0" (N) COLORED CONCRETE PATHWAY (N) NATIVE WILLOW PLANTINGS (N) NATIVE GRASS (N) LIVING WALL PER ARCH PLANS (N) LIVING WALL PER ARCH PLANS (N) DROUGHT TOLERANT GROUNDCOVER (N) MAILBOXES *SEE ARCH DWGS (N) CONCRETE STEPPING PADS (E) UTILITY VAULT W/ LIMIT OF AT&T VERIFY BY POT HOLING PRIOR TO CONSTRUCTION (N) HANDICAP RAMP *SEE CIVIL DWGS (E) CONCRETE PATH (N) PLANTING AREAS (N) ASPHALT PARKING (E) CONCRETE PATH (N) PEDESTRIAN CROSS WALK STRIPING (N) PLANTING AREAS (N) PLANTING AREAS (E) DRIVEWAY (E) JUNIPER TREE TO REMAIN LAWN *RETROFIT (E) IRRIGATION SYSTEM C R E S P I D R I V E (E) CYPRESS TREE TO REMAIN (E) CONCRETE SIDEWALK (E) CONCRETE CURB (E) LAWN (E) LAWN (E) LAWN (E) CONCRETE WALKWAY (E) CONCRETE SIDEWALK (E) SIGNAGE (E) CYPRESS TREE TO REMAIN (E) UTILITY VAULTS (N) HAND PARKING SPACE PARKING SPACES (N) ASPHALT ENCLOSURE (N) TRASH COMMUNITY CENTER (E) UNDERGROUND VAULT, (E) LIGHT (E) ARBOR TO REMAIN (E) PATH (E) SIGNS (E) LIGHTS (E) PATIO BUILDING (N) PLANTINGS (N) CONCRETE CURB *SEE CIVIL DWGS. (N) DRIVEWAY ASPHALT(N) DRIVEWAY ASPHALT (N) FLOWERING CRAPE (N) BOULDERS (E) PATH (E) CONCRETE CURB *SEE CIVIL DWGS. (E) CONCRETE CURB *SEE CIVIL DWGS. (N) BOULDERS (N) BOULDERS (N) 6'-0" STEEL / (E) UTILITY VAULTS (E) WATER METERS (N) BOULDERS (N) PLANTINGS (E) LAWN (N) BOULDERS (N) BOULDERS (E) SIGNS (N) BOULDERS (N) EVERGREEN HEDGE (E) CONCRETE CURB *SEE CIVIL DWGS. WIRE MUSH FENCING (N) CYPRESS TREE TO MATCH (E) (E) LANDSCAPE AREA (E) LANDSCAPE AREA (E) LANDSCAPE AREA (E) PARKING LOT (E) DRIVEWAY (E) PARKING LOT (N) COLORED CONCRETE PATHWAY (E) WILLOW ARROYO AREA (N) NATIVE ARROYO WILLOW PLANTINGS (#12) (N) NATIVE ARROYO WILLOW PLANTINGS (#12) (E) CYPRESS TREE TO BE REMOVED (E) CYPRESS TREE TO REMAIN (E) CYPRESS TREE TO BE REMOVED 15'-0" MYRTLE TREES (E) CYPRESS TREES TO REMAIN (2) (N) DRIVEWAY ASPHALT (E) CYPRESS TREE TO REMAIN (N) FLOWERING TREES (N) PERVIOUS CONCRETE PAVERS *INSTALL PER MANUFACTURER'S SPECS. (N) PERVIOUS CONCRETE PAVERS *INSTALL PER MANUFACTURER'S SPECS. (N) UNIT PAVER PERVIOUS 15'-0" (E) CYPRESS TREE TO REMAIN (N) PARKING (N) PARKING (N) PARKING (N) PARKING (N) PARKING 1 06/04/2022 M.C. L1.1B DATE: SCALE: 1" = 16'-0" PLANTING PLAN TITLE: SHEET NO: PLAN LANDSCAPE REVISIONS
MIXED USE PROJECT
540 & 570 CRESPI DRIVE PACIFICA, CALIFORNIA
JUNE 4, 2022 IRRIGATION NOTE: CONTRACTOR SHALL RETROFIT THE EXISTING IRRIGATION TO ADJUST SPRAY HEADS IN LAWN AREAS AND INSTALL DRIP TUBING TO ALL OTHER AREAS SHOWN TO BE NEWLY PLANTED ON THIS PLAN. EXISTING VALVES AND FILTERS SHALL BE INSPECTED TO ENSURE THEY ARE IN GOOD WORKING AS WELL AS THE IRRIGATION CONTROLLER PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL VERIFY PLANT AND SOD QUANTITIES PRIOR TO SUBMITTING BID FOR WORK. 2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST STANDARDS OF NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 3. PLANT MATERIAL CANNOT BE GUARANTEED AS DEER RESISTANT DUE TO CHANGING HABITS OF DEER. 4. ALL PLANTING AREAS SHALL BE COVERED WITH A LAYER OF BARK MULCH TO A MINIMUM DEPTH OF 2 INCHES, WITH A CHIP SIZE OF NO LESS THAN ONE INCH. A 2 INCH LAYER OF GREENWASTE MULCH UNDER THE BARK MULCH IS RECOMMENDED. 5. SOIL AMENDMENTS SHALL BE USED AS NECESSARY. SOIL AMENDMENT SHALL BE FREE OF DEBRIS. ROCKS LARGER THAN ONE INCH DIAMETER WILL NOT BE PERMITTED. SOIL AMENDMENTS ARE NOT PERMITTED IN TYPICAL NATIVE PLANT LANDSCAPE AREAS. 6. PLANTING HOLES SHALL GENERALLY BE 2x - 3x THE SIZE OF THE ROOT BALL. THE WALLS AND BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH 5% ORGANIC COMPOST & 95% EXISTING SOIL. PLANTING HOLES OF NATIVE PLANT MATERIAL SHOULD BE INOCULATED WITH MYCORRHIZAL FUNGI, PER MANUFACTURER'S SPECS. 7. TREES SHALL BE STAKED WITH TWO PRESSURE TREATED 2" DIA. POLES. TREE TRUNK SHALL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE-EIGHT BETWEEN TRUNK AND STAKE. 8. RESIDUAL WEED PRE-EMERGENT SHALL BE APPLIED BY THE CONTRACTOR AS NECESSARY. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 9. LAWN SHALL NOT BE INSTALLED ON SLOPES GREATER THAN 25%. ALL TURF AREAS SHALL BE FERTILIZED AT TIME OF INSTALLATION. 1 11 1 1 1 1 1 1 1 1 W GM W (N) TIMER/ CONTROLLER (N) BACKFLOW PREVENTION DEVICE (N) WATER METER LOCATION (N) 'NETAFIM' SUBSURFACE DRIP TUBING (N) 'NETAFIM' SUBSURFACE DRIP TUBING (N) 'NETAFIM' SUBSURFACE DRIP TUBING (N) LIVING WALL DRIP (N) LIVING WALL DRIP (N) LIVING WALL DRIP (N) 'NETAFIM' SUBSURFACE DRIP TUBING (N) 'NETAFIM' SUBSURFACE DRIP TUBING (N) 'NETAFIM' SUBSURFACE DRIP TUBING 1-1/2" PVC SCH 40 MAINLINE 1-1/2" PVC SCH 40 MAINLINE 1-1/2" PVC SCH 40 MAINLINE 1-1/2" PVC SCH 40 MAINLINE 1-1/2 PVC SCHEDULE 40 MAINLINE 1-1/2 PVC SCH 40 MAINLINE *WITH 4" SLEEVING 1-1/2 PVC SCH 40 MAINLINE *WITH 4" SLEEVING 1-1/2" PVC SCH 40 MAINLINE *WITH 4" SLEEVING BUILDING B BUILDING C BUILDING A C R E S P I D R I V E (N) 'NETAFIM' SUBSURFACE DRIP TUBING 1MX 2MX 3MX 6MX5MX 4MX 8MX7MX 10MX9MX 12MX 11MX 15MX 19MX 18MX 16MX 17MX 24MX 25MX 26MX 22MX 23 20 MX MX 14MX 13MX 21MX L2.0 DATE: SCALE: 1" = 10'-0" IRRIGATION PLAN TITLE: SHEET NO: PLAN IRRIGATION REVISIONS
MIXED USE PROJECT
540 & 570 CRESPI DRIVE PACIFICA, CALIFORNIA FILTER / PRESSURE REGULATOR FEBCO 825Y REDUCED PRESSURE ASSEMBLY PVC SCH 40 SLEEVING IRRIGATION LEGEND DESCRIPTION PVC SCH 40 LATERAL PIPING PVC SCH 40 MAINLINE IRRITROL 100 SERIES CONTROL VALVE SHUT-OFF VALVE SYM UNDER ALL PAVING / WALLS AS NEEDED PER MFR'S SPECS SIZING TBD BY CONTRACTOR W/ GLOBE VALVE W/ SHUT-OFF VALVES BRASS BALL VALVE REMARKS SEE PLAN FOR SIZING WEATHERMATIC SMARTLINE SERIES CONTROLLER W/ WEATHER STATION HOSEBIB 30" TALL BRASS LINE & FIXTURE 60-100 -- 60-100 60-100 - 175 max. PSI 30-55 10-30 60-100 RAINBIRD XERI-BUBBLER SPIKE *NOT SHOWN 15-30 AS NEEDED, SEE DETAIL - INSTALL PER MFR'S SPECS GPM----- .02-.22 ------ NETAFIM TECHLINE CV DRIPLINE SIZING TBD BY CONTRACTOR NETAFIM TECHLINE CV (SUBSURFACE) JUNE 6, 2022 M2 HYDROZONE # / WATER USE (VL, L, M, or H) (VL)-VERY LOW, (L)-LOW etc.
MIXED USE PROJECT
540 & 570 CRESPI DRIVE PACIFICA, CALIFORNIA L2.5 DATE: TITLE: SHEET NO: DETAILS NOTES / REVISIONS WATER CONSERVATION IN LANDSCAPING ORDINANCE COMPLIANCE THESE PLANS COMPLY WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN. WEATHERMATIC SMART CONTROLLER B SCALE: NTS SMARTLINE SL4800 CONDUIT 24v AC CONTROLLER POWER SUPPLY WIRES GROUND WIRE SLW10 WEATHER STATION CONDUIT 115v AC *WALL-MOUNT RAIN STAT WIRES *OPTIONAL MASTER VALVE WIRE *OPTIONAL COMMON NEUTRAL WIRE PUMP CIRCUIT WIRES *OPTIONAL VALVE CONTROL WIRES *ONE PER VALVE EXPANSION COILS WATERPROOF CONNECTIONS CONTROL VALVE NOTE: ALL ELECTRICAL WORK TO COMPLY WITH APPLICABLE CODES *12-48 ZONES EMITTER / EMITTER SPACING G SCALE: NTS EMITTER / LARGE SHRUB SMALL SHRUB 1/2" - 3/4" POLY TUBING 1/4" DISTRIBUTION TUBING *STAKED 1/2" - 3/4" POLY TUBING 5'-0" MAX. LENGTH BUBBLER BUBBLER OR TREE 1/4" DISTRIBUTION TUBING *STAKED 5'-0" MAX. LENGTH NOTES: 1. SPACE EMITTERS TO CREATE AN EVEN WET ZONE ABOUT THE SIZE OF THE CANOPY OF ALL NEW SHRUBS, NEW TREES, & EXISTING 2. PLACE EMITTERS AS TO AVOID AS MUCH AS POSSIBLE IRRIGATING OAK TREES & ANY OTHER EXISTING, MATURE NATIVE OR DROUGHT TOLERANT PLANTS. IMMATURE NON-NATIVE EXISTING TREES. CONTROL VALVE C SCALE: NTS FINISHED GRADE VALVE BOX WATERPROOF WIRE CONNECTIONS IRRITOL 100 SERIES CONTOL VALVE PVC MALE ADAPTER PVC SCH 40 SxT ELL PVC SCH 80 NIPPLE *6" LONG PVC LATERAL LINE *ANGLE TO CORRECT DEPTH W 450 ELL'S TYP BRICK PEA GRAVEL *12" DEEP PVC SCH 80 PIPE COMMON & CONTROL WIRES TO CONTROLLER MAIN LINE PIPING W/ FITTING NOTE: ALL ELECTRICAL WORK TO COMPLY WITH APPLICABLE CODES FEBCO 825Y REDUCED REDUCED PRESSURE ASSEMBLY A SCALE: NTS 12" MIN. PRESSURE ASSEMBLY FINISHED GRADE NOTE: REDUCED PRESSURE ASSEMBLY TO BE INSTALLED PER MFR'S FEBCO PRV SERIES PRESSURE REGULATOR *AS NEEDED BRASS WYE-FILTER *100 MESH SCREEN SHUT-OFF VALVE *BOTH SIDES BRASS UNION *BOTH SIDES RISER PIPE *COPPER TYPE 'K' OR BRASS SPECS & APPLICABLE CODES IRRIGATION NOTES 1. THE CONCEPTS ON THE IRRIGATION PLAN ARE SCHEMATIC MINIMUM REQUIREMENTS, THE FULL EXTENT OF WHICH ARE TO BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ADJUSTMENTS AS NECESSARY BASED ON ACTUAL SITE CONDITIONS. 2. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. MANUFACTURER'S SPECIFICATIONS SUPERSEDE ANY SPECS ON THESE PLANS / DETAILS. 3. IRRIGATION SYSTEM SHALL USE PRESSURE REGULATORS AS NEEDED TO KEEP ALL COMPONENTS WITHIN OPTIMAL PSI RANGE, PER MANUFACTURER'S SPECS. 4. CONTROLLER TYPE SHALL BE A SMART CONTROLLER. RAIN SENSORS AND / OR WEATHER STATIONS ARE RECOMMENDED. 5. CONTROLLER SHALL BE SET TO IRRIGATE BETWEEN THE HOURS OF 8PM AND 10AM. CONTROLLER SHALL BE SET TO IRRIGATE DEEPLY AND LESS FREQUENTLY TO ENCOURAGE DROUGHT RESISTANT ROOT GROWTH. IRRIGATION SCHEDULE TO BE DETERMINED BY AUDITOR / CONTRACTOR. 6. PIPING BETWEEN THE WATER METER AND A REDUCED PRESSURE ASSEMBLY SHALL BE BRASS OR COPPER TYPE 'K'. 7. THE BOTTOM OF THE REDUCED PRESSURE ASSEMBLY SHALL BE INSTALLED MIN. 12" ABOVE THE GROUND. 8. A 100 MESH FILTER SHALL BE INSTALLED ON THE MAINLINE BEFORE THE REDUCED PRESSURE ASSEMBLY. 9. VALVES SHALL BE HOUSED IN WEATHER-PROOF PLASTIC BOXES, WITH LOCKABLE LIDS MARKED WATER. 10. CONTROL WIRE CONNECTIONS SHALL BE MADE WITH WATERPROOF PLASTIC WIRE NUTS. 11. MAIN SUPPLY LINES & FITTINGS SHALL BE PVC SCH 40, SIZE AS NOTED ON PLAN, BURIED 12" - 16" DEEP. 12. LATERAL SUPPLY LINES & FITTINGS SHALL BE PVC SCH 40, SIZE TO BE DETERMINED BY CONTRACTOR, BURIED 9" - 12" DEEP. 13. FLEXIBLE POLY PIPE TO BE 12" -34", DETERMINED BY CONTRACTOR . ALL 14" FLEXIBLE DISTRIBUTION LINES TO BE A MAXIMUM OF 5'-0" IN LENGTH & ARE TO BE STAKED. 14. BUBBLERS SHALL BE SPACED TO CREATE AN EVEN WET ZONE ABOUT THE SIZE OF THE CANOPY OF ALL NEW SHRUBS, NEW TREES & EXISTING IMMATURE NON-NATIVE TREES. BUBBLERS SHALL BE PLACED TO AVOID AS MUCH AS POSSIBLE IRRIGATING OAK TREES & ANY OTHER EXISTING, MATURE NATIVE OR DROUGHT TOLERANT PLANTS. 15. HOSE BIBS SHALL BE MOUNTED ON GALVANIZED STEEL RISERS 30" ABOVE FINISHED GRADE. SECURE TO A #4 STEEL BAR DRIVEN 18" INTO SOLID GROUND. 16. CHECK VALVES SHALL BE INSTALLED ON ALL DOWNHILL DRIPLINE & DISTRIBUTION LINE. 17. RISER HEIGHT IN LAWN AREAS SHALL BE 4". RISER HEIGHT IN MEADOW AREAS AND OTHER LANDSCAPE AREAS SHALL BE 12". THE RISERS FOR SPRINKLERS ON SLOPES SHALL BE SET APPROXIMATELY PERPENDICULAR TO THE PLANE OF THE SLOPE. 18. IF LOCATION OF A SUPPLY LINE INTERFERES WITH THE DRILLING OF THE PLANT HOLES, THE PLANT HOLES SHALL BE LOCATED AS TO CLEAR THE SUPPLY LINES. 18. ALL LINES SHALL BE THOROUGHLY FLUSHED OUT PRIOR TO ATTACHMENT OF VALVES, SPRINKLERS, EMITTERS, & OTHER TERMINAL FITTINGS. 19. THE CONTRACTOR SHALL MAKE FINAL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO ENSURE PROPER COVERAGE AND PREVENT WATER RUN-OFF AND EXCESS SPRAY. 20. ALL SPRAY AND DRIP ZONES TO BE MIN. 5'-0" AND PREFERABLY 10'-0" AWAY FROM OAK TREE TRUNKS. SPRAY HEAD & BODY D SCALE: NTS FINISH GRADE HUNTER MPR40 BODY HUNTER MP ROTATOR W/ CHECK VALVE HUNTER PRO-FLEX TUBING, (2) HSBE-050 ELBOWS & (1) MARLEX STREET ELBOW SWING JOINT: LATERAL TEE OR ELL LATERAL PIPE SPRAY NOZZLE NOTE: LAWN SPRAY RISER: 6" POP-UP MEADOW SPRAY RISER: 12" POP-UP FINISHED GRADE POP-UP MICROSPRAY F SCALE: NTS XERI-POP MICROSPRAY 1/2" or 3/4" POLY TUBING 1/4" SELF-PIERCING BARB CONNECTOR 1/4" DISTRIBUTION TUBING NOTE: LAWN SPRAY RISER: 6" POP-UP MEADOW, SHRUB SPRAY RISER: 12" POP-UP DRIPLINE SAMPLE LAYOUT E SCALE: NTS AUTOMATIC FLUSH VALVE PLUMBED TO PVC OR POLY EXHAUST HEADER TECHLINE TEE TECHLINE DRIPLINE *CENTERED ON BERM TECHLINE DRIPLINE TECHLINE START CONNECTION AIR / VACUUM RELIEF PLUMBED TO TECHLINE AT EACH HIGH POINT SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV SOIL BED SPACING TECHLINE MULCH FINISHED GRADE PER SOIL CONDITIONS DRIPLINE MALE ADAPTER DECEMBER 16, 2019