Attachment A - PQ Outdoor Classroom_Construction Drawings Copy.pdf
PDF 21 MB Posted
- Solicitation number
- BPM012829
- Issued by
- California
About this file
This document is a set of construction drawings for the Outdoor Classroom and Amphitheater Development project at Los Peñasquitos Canyon Preserve, prepared by the County of San Diego Department of Parks and Recreation in collaboration with landscape architecture firm MW Peltz + Associates, Inc., structural engineer BWE, civil engineer Nasland Engineering, and electrical engineer Alagia Engineering. The project encompasses the design and construction of an outdoor educational facility featuring a gravity retaining wall measuring 26 linear feet in height (3'-6' high), one entry gateway arch, a 6,732 square foot shade sail structure, and a 100-amp single phase electrical service with two electrical receptacles. The scope of work includes landscape construction elements such as concrete and decomposed granite paving, concrete steps with handrails in multiple locations, wood bench seating, CMU pilasters, low retaining walls, trash and recycling containers, eight-foot classroom tables (six total, with one ADA-accessible custom table), and comprehensive irrigation and planting plans. The planting design incorporates ten coast live oak trees, shrub plantings totaling 111 units across seven native species, and 9,726 square feet of native grass and wildflower hydroseed installation. The drawings detail all specifications for materials, finishes, structural reinforcement, drainage systems, water pollution control measures, and equipment selections, with referenced standard specifications including the 2021 Edition Greenbook and San Diego Regional Standard Drawings.
The project design incorporates water-efficient landscape principles with irrigation systems sized to supply a minimum of 30 PSI at sprinkler heads, requiring a minimum static water pressure of 55 PSI at the point of connection. The irrigation system utilizes Hunter and Rain Bird equipment with a 16-station controller featuring solar-sync sensing and flow monitoring capabilities, connecting to existing irrigation infrastructure serving the adjacent chicken coop facilities. Construction must conform to all applicable federal, state, and local codes, with the contractor assuming full responsibility for all material, equipment, labor, permits, and fees necessary for project completion. The contractor is required to notify the County project manager at least two working days prior to commencing work, verify underground utility locations through Dig Alert procedures, coordinate with County staff regarding biological and cultural monitoring requirements, maintain construction plans and specifications on-site documenting all changes and variations, and conduct a third-party irrigation audit by a certified landscape irrigation auditor prior to project turnover. The project is located at 12122 Canyonside Park Drive, San Diego, CA 92129, within the Los Peñasquitos Canyon Preserve in Rancho Peñasquitos.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DATE
5500 OVERLAND DRIVE, SUITE 410 SAN DIEGO, CALIFORNIA 92123
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
xxxxxxx
MWPA
HP/DN
MP
YN
LOS PEÑASQUITOS CANYON PRESERVE
MW PELTZ + ASSOCIATES, INC.
LANDSCAPE ARCHITECTURE
URBAN DESIGN
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
RLA 2010
143 S. CEDROS AVENUE, STE B-104
OUTDOOR CLASSROOM AND AMPHITHEATER
DEVELOPMENT
CHIEF OPERATIONS
CHIEF
DEVELOPMENT
DEPUTY DIRECTOR,
LOS PEÑASQUITOS CANYON PRESERVE
CONSULTANTS:
SHEET INDEX
OWNER:
12122 CANYONSIDE PARK DRIVE, SAN DIEGO, CA 92129
NOT TO SCALE
VICINITY MAP
GENERAL NOTES:
COUNTY OF SAN DIEGO
PROJECT SITE
HWY 56
IN
TE
RS
TA
TE
PROJECT
SITE
BLAC
K M
O U
N
TAIN
R D
MERCY ROAD
POWAY
RANCHO
PEÑASQUITOS
BLVD
W
ESTVIEW
PKW
Y
ROAD
CANYONSIDE
PARK
DRIVEWAY
T1.1
TITLE SHEET
OUTDOOR CLASSROOM AND AMPHITHEATER
PERMITTED SCOPE OF WORK:
FLOOD CONTROL NOTES:
TREE PROTECTION NOTES:
AutoCAD SHX Text
GOAT PEN
AutoCAD SHX Text
HORSE
AutoCAD SHX Text
BARN
AutoCAD SHX Text
CHICKEN COOPS
AutoCAD SHX Text
STABLES
AutoCAD SHX Text
AREA
AutoCAD SHX Text
PLANTER BOX'S
AutoCAD SHX Text
TRASH DUMPSTER AREA
AutoCAD SHX Text
DIRT PARKING AREA
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO FLOODWAY
AutoCAD SHX Text
NO FLOODWAY
AutoCAD SHX Text
FLOODPLAIN 100
AutoCAD SHX Text
FLOODPLAIN 100
AutoCAD SHX Text
FLOODPLAIN 500
AutoCAD SHX Text
CITY OF SD PROPERTY LINE
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text Y
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
A CALIFORNIA CORPORATION
AutoCAD SHX Text 8/31/27
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text Z
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE: 1"=40'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text LANDSCAPE ARCHITECT: MW PELTZ + ASSOCIATES, INC. 143 S. CEDROS AVENUE SUITE B-104 SOLANA BEACH, CA 92075 PH: 858-481-0888 858-481-0888 CONTACT: HOWARD PIERCE
AutoCAD SHX Text
SHEET NO. SHEET KEY DESCRIPTIONSHEET KEY DESCRIPTIONDESCRIPTION
AutoCAD SHX Text 1 T1.0 TITLE SHEET T1.0 TITLE SHEET TITLE SHEET 2 C0.1 GENERAL NOTES AND REFERENCES C0.1 GENERAL NOTES AND REFERENCES GENERAL NOTES AND REFERENCES 3 C0.2 DETAILS C0.2 DETAILS DETAILS 4 C0.3 SECTIONS C0.3 SECTIONS SECTIONS 5 C1.1 DEMOLITION PLAN C1.1 DEMOLITION PLAN DEMOLITION PLAN 6 C1.2 DEMOLITION PLAN C1.2 DEMOLITION PLAN DEMOLITION PLAN 7 C2.1 GRADING PLAN C2.1 GRADING PLAN GRADING PLAN 8 C2.2 GRADING PLAN C2.2 GRADING PLAN GRADING PLAN 9 C3.1 WATER POLLUTION CONTROL PLAN C3.1 WATER POLLUTION CONTROL PLAN WATER POLLUTION CONTROL PLAN 10 L1.1 LANDSCAPE CONSTRUCTION PLAN L1.1 LANDSCAPE CONSTRUCTION PLAN LANDSCAPE CONSTRUCTION PLAN 11 L1.2 LANDSCAPE CONSTRUCTION DETAILS L1.2 LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS 12 L1.3 LANDSCAPE CONSTRUCTION DETAILS L1.3 LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS 13 L1.4 LANDSCAPE CONSTRUCTION DETAILS L1.4 LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS 14 L2.1 IRRIGATION PLAN L2.1 IRRIGATION PLAN IRRIGATION PLAN 15 L2.2 IRRIGATION DETAILS L2.2 IRRIGATION DETAILS IRRIGATION DETAILS 16 L2.3 IRRIGATION DETAILS L2.3 IRRIGATION DETAILS IRRIGATION DETAILS 17 L2.4 IRRIGATION NOTES AND CALCULATIONS L2.4 IRRIGATION NOTES AND CALCULATIONS IRRIGATION NOTES AND CALCULATIONS 18 L3.1 PLANTING PLAN L3.1 PLANTING PLAN PLANTING PLAN 19 L3.2 PLANTING DETAILS L3.2 PLANTING DETAILS PLANTING DETAILS 20 E1.1 ELECTRICAL LEGEND E1.1 ELECTRICAL LEGEND ELECTRICAL LEGEND 21 E2.1 ELECTRICAL SITE PLAN E2.1 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN 22 E3.1 ELECTRICAL SINGLE LINE DIAGRAM/SCHEDULES/DETAILS E3.1 ELECTRICAL SINGLE LINE DIAGRAM/SCHEDULES/DETAILS ELECTRICAL SINGLE LINE DIAGRAM/SCHEDULES/DETAILS 23 S1.0 ENTRY GATEWAY STRUCTURAL DRAWINGS S1.0 ENTRY GATEWAY STRUCTURAL DRAWINGS ENTRY GATEWAY STRUCTURAL DRAWINGS 24 SH1.1 SHADE STRUCTURE SH1.1 SHADE STRUCTURE SHADE STRUCTURE 25 1000 SHADE STRUCTURE STRUCTURAL DRAWINGS 1000 SHADE STRUCTURE STRUCTURAL DRAWINGS SHADE STRUCTURE STRUCTURAL DRAWINGS 26 2000 SHADE STRUCTURE STRUCTURAL DRAWINGS 2000 SHADE STRUCTURE STRUCTURAL DRAWINGS SHADE STRUCTURE STRUCTURAL DRAWINGS 27 3000 SHADE STRUCTURE STRUCTURAL DRAWINGS 3000 SHADE STRUCTURE STRUCTURAL DRAWINGS SHADE STRUCTURE STRUCTURAL DRAWINGS 28 3001 SHADE STRUCTURE STRUCTURAL DRAWINGS3001 SHADE STRUCTURE STRUCTURAL DRAWINGSSHADE STRUCTURE STRUCTURAL DRAWINGS
AutoCAD SHX Text SAN DIEGO COUNTY PARKS AND RECREATION 5500 OVERLAND AVENUE, SUITE 410 SAN DIEGO, CA 92123 PH: 858-565-3600 CONTACT: RILEY DEWITT-RICKARDS
AutoCAD SHX Text
1. CONSTRUCTION SHALL CONFORM TO THE FOLLOWING: CONSTRUCTION SHALL CONFORM TO THE FOLLOWING: - THE STANDARD SPECIFICATIONS FOR PUBLIC THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2021 EDITION) "GREENBOOK" - CURRENT SAN DIEGO REGIONAL STANDARD CURRENT SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD). - ALL OTHER APPLICABLE FEDERAL, STATE, AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, AND GUIDELINES. 2. UNDERGROUND FACILITIES MAY EXIST WHICH HAVE UNDERGROUND FACILITIES MAY EXIST WHICH HAVE NOT BEEN REPORTED OR OF RECORD. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THOSE FACILITIES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE COUNTY OF THESE FACILITIES BEFORE STARTING WORK. CAUTION: BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES. AT LEAST TWO (2) WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARK OUT OF UNDERGROUND UTILITIES BY CALLING AHEAD PER SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRING THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR THE DIG ALERT I.D. NUMBER, CALL THE UNDERGROUND SERVICES ALERT TOLL FREE AT 1-800-422-4133 TWO WORKING DAYS BEFORE DIGGING. 3. APPROVAL OF THESE PLANS AS SHOWN DOES NOT APPROVAL OF THESE PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT LIMIT OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY FOR THE COMPLETION OF THIS WORK UNLESS OTHERWISE NOTED ON THE PLANS. 5. THE CONTRACTOR SHALL ARRANGE AND PAY FOR THE CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS AND FEES NECESSARY TO COMPLETE THIS CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY WITH COUNTY'S CONTRACTOR SHALL VERIFY WITH COUNTY'S PROJECT MANAGER THAT PLANS ARE THE MOST CURRENT AND APPROVED.
AutoCAD SHX Text ELECTRICAL ENGINEER: ALAGIA ENGINEERING 17743 DEL PASO DRIVE POWAY CA 92064 858-602-6996 CONTACT: NEAL ALAGIA
AutoCAD SHX Text
NORTH
AutoCAD SHX Text CIVIL ENGINEER: NASLAND ENGINEERING 4740 RUFFNER STREET SAN DIEGO CA 92111 858-292-7770 CONTACT: JARETT LINN
AutoCAD SHX Text
7. CONTRACTOR SHALL NOTIFY THE COUNTY'S PROJECT CONTRACTOR SHALL NOTIFY THE COUNTY'S PROJECT MANAGER IMMEDIATELY OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN EXISTING CONDITIONS OR WITH PLANS PRIOR TO THE BEGINNING OF WORK. 8. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE COUNTY'S PROJECT MANAGER IN WRITING PER CONTRACT/BID BOOK. 9. THE CONTRACTOR SHALL BE APPROPRIATELY THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE OF CALIFORNIA AND PER THE CONTRACT. 10. SHOULD CONFLICTING INFORMATION BE FOUND ON THE SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK IN QUESTION. 11. WORK SHALL BE IN ACCORDANCE WITH THE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY OF SAN DIEGO. WHENEVER SPECIAL REQUIREMENTS CONFLICT ON ANY MATTER, THE COUNTY'S PROJECT MANAGER SHALL DETERMINE WHICH SPECIAL CONDITION OR CODE SHALL GOVERN. 12. CONSTRUCTION SHALL CONFORM TO THE PROJECT CONSTRUCTION SHALL CONFORM TO THE PROJECT PLANS, SPECIFICATIONS, AND REPORTS INCLUDED IN THE CONTRACT/BID BOOK. THIS INCLUDES COMPLIANCE WITH THE ENGINEERING SOILS RECOMMENDATIONS PER THE GEOTECHNICAL REPORT. 13. APPROVAL OF THESE PLANS BY THE COUNTY DOES APPROVAL OF THESE PLANS BY THE COUNTY DOES NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A NOTICE TO PROCEED HAS BEEN ISSUED AND ALL REQUIRED PERMITS HAVE BEEN OBTAINED. 14. THE CONTRACTOR MUST NOTIFY THE COUNTY THE CONTRACTOR MUST NOTIFY THE COUNTY PROJECT MANAGER AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING ANY WORK.
AutoCAD SHX Text
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND HAVE COMPLETE CONTROL OVER, THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES USED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 16. SITE OBSERVATIONS BY THE COUNTY PROJECT SITE OBSERVATIONS BY THE COUNTY PROJECT MANAGER / LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF THEIR PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, AND GOVERNING CODES. ANY WORK NOT IN COMPLIANCE MAY BE REJECTED AT ANY TIME. 17. A SET OF CONSTRUCTION PLANS AND A SET OF A SET OF CONSTRUCTION PLANS AND A SET OF SPECIFICATIONS SHALL BE KEPT AT THE SITE AT ALL TIMES ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK INCLUDING ALL EXISTING UTILITIES ARE TO BE RECORDED. 18. FOR BIOLOGICAL AND CULTURAL MONITORING FOR BIOLOGICAL AND CULTURAL MONITORING REQUIREMENTS DURING CONSTRUCTION, REFER TO PART 4 OF THE BID BOOK.
AutoCAD SHX Text STRUCTURAL ENGINEER: BWE 9449 BALBOA AVENUE SUITE 270 SAN DIEGO, CA 92123 619-299-5550 CONTACT: DAVE ADAMS
AutoCAD SHX Text OUTDOOR CLASSROOM AND AMPHITHEATER TO INCLUDE: - GRAVITY RETAINING WALL (3'-6' HIGH) - 26 LF GRAVITY RETAINING WALL (3'-6' HIGH) - 26 LF - 1 ENTRY GATEWAY ARCH 1 ENTRY GATEWAY ARCH - 100 AMP SINGLE PHASE MSP 100 AMP SINGLE PHASE MSP - 2 ELECTRICAL RECEPTACLES 2 ELECTRICAL RECEPTACLES - SHADE SAIL STRUCTURE - 6,732 SFSHADE SAIL STRUCTURE - 6,732 SF
ABBREVIATIONS
REMARKS
LEGEND
MONUMENT NOTE:
PERMANENT WATER POLLUTION CONTROL BMP'S
HORIZONTAL CONTROL
SURVEY CONTROL STATEMENT:
VERTICAL CONTROL
PROJECT CONTROL
DISABLED ACCESS NOTESSPECIAL NOTES
EARTHWORK
C0.1
GENERAL NOTES AND REFERENCES
DATE
5500 OVERLAND DRIVE, SUITE 410 SAN DIEGO, CALIFORNIA 92123
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION PARK DEVELOPMENT
CHIEF OPERATIONS
& MAINTENANCE
CHIEF
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
MANAGER
DISTRICT PARK
xxxxxxx
J.L
G.S
J. LINN
YN
LOS PEÑASQUITOS CANYON PRESERVE
OUTDOOR CLASSROOM AND AMPHITHEATER
JA
ME
S
JARRETT
LINN
PROJECT NO. 121-157
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION PARK DEVELOPMENT
CHIEF OPERATIONS
& MAINTENANCE
CHIEF
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
MANAGER
DISTRICT PARK
xxxxxxx
J.L
G.S
J. LINN
YN
LOS PEÑASQUITOS CANYON PRESERVE
OUTDOOR CLASSROOM AND AMPHITHEATER
JA
ME
S
JARRETT
LINN
PROJECT NO. 121-157
DETAILS
C0.2
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION PARK DEVELOPMENT
CHIEF OPERATIONS
& MAINTENANCE
CHIEF
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
MANAGER
DISTRICT PARK
xxxxxxx
J.L
G.S
J. LINN
YN
LOS PEÑASQUITOS CANYON PRESERVE
OUTDOOR CLASSROOM AND AMPHITHEATER
JA
ME
S
JARRETT
LINN
PROJECT NO. 121-157
SECTIONS
C0.3
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION PARK DEVELOPMENT
CHIEF OPERATIONS
& MAINTENANCE
CHIEF
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
MANAGER
DISTRICT PARK
xxxxxxx
J.L
G.S
J. LINN
YN
LOS PEÑASQUITOS CANYON PRESERVE
OUTDOOR CLASSROOM AND AMPHITHEATER
JA
ME
S
JARRETT
LINN
PROJECT NO. 121-157 C1.1
DEMOLITION PLAN
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION PARK DEVELOPMENT
CHIEF OPERATIONS
& MAINTENANCE
CHIEF
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
MANAGER
DISTRICT PARK
xxxxxxx
J.L
G.S
J. LINN
YN
LOS PEÑASQUITOS CANYON PRESERVE
OUTDOOR CLASSROOM AND AMPHITHEATER
JA
ME
S
JARRETT
LINN
PROJECT NO. 121-157 C1.2
DEMOLITION PLAN
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION PARK DEVELOPMENT
CHIEF OPERATIONS
& MAINTENANCE
CHIEF
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
MANAGER
DISTRICT PARK
xxxxxxx
J.L
G.S
J. LINN
YN
LOS PEÑASQUITOS CANYON PRESERVE
OUTDOOR CLASSROOM AND AMPHITHEATER
JA
ME
S
JARRETT
LINN
PROJECT NO. 121-157 C2.1
GRADING PLAN
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION PARK DEVELOPMENT
CHIEF OPERATIONS
& MAINTENANCE
CHIEF
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
MANAGER
DISTRICT PARK
xxxxxxx
J.L
G.S
J. LINN
YN
LOS PEÑASQUITOS CANYON PRESERVE
OUTDOOR CLASSROOM AND AMPHITHEATER
JA
ME
S
JARRETT
LINN
PROJECT NO. 121-157 C2.2
GRADING PLAN
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION PARK DEVELOPMENT
CHIEF OPERATIONS
& MAINTENANCE
CHIEF
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
MANAGER
DISTRICT PARK
xxxxxxx
J.L
G.S
J. LINN
YN
LOS PEÑASQUITOS CANYON PRESERVE
OUTDOOR CLASSROOM AND AMPHITHEATER
JA
ME
S
JARRETT
LINN
PROJECT NO. 121-157 C3.1
WATER POLLUTION CONTROL PLAN
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
xxxxxxx
MWPA
HP/DN
MP
YN
LOS PEÑASQUITOS CANYON PRESERVE
MW PELTZ + ASSOCIATES, INC.
LANDSCAPE ARCHITECTURE
URBAN DESIGN
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
RLA 2010
143 S. CEDROS AVENUE, STE B-104
OUTDOOR CLASSROOM AND AMPHITHEATER
DEVELOPMENT
CHIEF OPERATIONS
CHIEF
DEVELOPMENT
DEPUTY DIRECTOR,
L1.1
LANDSCAPE CONSTRUCTION PLAN
AutoCAD SHX Text
GOAT PEN
AutoCAD SHX Text
HORSE
AutoCAD SHX Text
BARN
AutoCAD SHX Text
CHICKEN COOPS
AutoCAD SHX Text
STABLES
AutoCAD SHX Text
AREA
AutoCAD SHX Text
PLANTER BOX'S
AutoCAD SHX Text
TRASH DUMPSTER AREA
AutoCAD SHX Text
DIRT PARKING AREA
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO FLOODWAY
AutoCAD SHX Text
FLOODPLAIN 100
AutoCAD SHX Text
FLOODPLAIN 500
AutoCAD SHX Text
CITY OF SD PROPERTY LINE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%UCONSTRUCTION KEY
AutoCAD SHX Text
4" THICK STABILIZED DECOMPOSED GRANITE PAVING - STEEL EDGING COLOR - TAN
AutoCAD SHX Text
%%UDETAIL
AutoCAD SHX Text
%%USHEET #
AutoCAD SHX Text C
AutoCAD SHX Text L1.2
AutoCAD SHX Text 6" CONCRETE PAVING W/ ADA PARKING STRIPING AND SIGNAGE- NATURAL GRAY, MEDIUM BROOM FINISH - SEE SHEET C0.2 FOR ADA STRIPING AND SIGNAGE
AutoCAD SHX Text CONCRETE STEPS 'A' AND HANDRAIL STEPS: NATURAL GRAY, MEDIUM BROOM FINISH HANDRAIL: GALVANIZED STEEL
AutoCAD SHX Text CONCRETE STEPS 'B' AND HANDRAIL STEPS: NATURAL GRAY, MEDIUM BROOM FINISH HANDRAIL: GALVANIZED STEEL
AutoCAD SHX Text
AutoCAD SHX Text CONCRETE STEPS 'C' AND HANDRAIL STEPS: NATURAL GRAY, MEDIUM BROOM FINISH HANDRAIL: GALVANIZED STEEL
AutoCAD SHX Text
AutoCAD SHX Text WOOD BENCH SEAT CMU: ORCO, FINISH - BURNISHED, COLOR - MW WHEAT BENCH: IPE OR APPROVED EQUAL
AutoCAD SHX Text
AutoCAD SHX Text CMU PILASTER W/ PIP CONCRETE CAP CMU:ORCO, FINISH - BURNISHED, COLOR - MW WHEAT CAP: NATURAL GRAY, SMOOTH FINISH OR APPROVED EQUAL
AutoCAD SHX Text
AutoCAD SHX Text
ENTRY GATEWAY - SEE STRUCTURAL DRAWINGS, SHEET S1.0
AutoCAD SHX Text
AutoCAD SHX Text SHADE SAIL STRUCTURE PER SHADE PLANS, SHEET SH1.1 POSTS: POWDERCOAT "DARK BROWN" (115618DBW) SAILS: SHADESURE FABRIC "ARIZONA" OR APPROVED EQUAL
AutoCAD SHX Text H
AutoCAD SHX Text L1.3
AutoCAD SHX Text J
AutoCAD SHX Text L1.3
AutoCAD SHX Text K
AutoCAD SHX Text L1.3
AutoCAD SHX Text F
AutoCAD SHX Text L1.2
AutoCAD SHX Text E
AutoCAD SHX Text L1.2
AutoCAD SHX Text L
AutoCAD SHX Text L1.3
AutoCAD SHX Text
AutoCAD SHX Text
4" CONCRETE PAVING NATURAL GRAY, MEDIUM BROOM FINISH
AutoCAD SHX Text
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text A
AutoCAD SHX Text L1.2
AutoCAD SHX Text B
AutoCAD SHX Text L1.2
AutoCAD SHX Text
AutoCAD SHX Text 4" THICK STABILIZED DECOMPOSED GRANITE PAVING - CONCRETE HEADER OR WALL EDGE COLOR - TAN
AutoCAD SHX Text D
AutoCAD SHX Text L1.2
AutoCAD SHX Text
AutoCAD SHX Text 8' CLASSROOM TABLES (6 TOTAL) - MANUF: HARPERS FERRY WOODWORK MODEL: 8' TREX TOP PICNIC TABLE STAIN: "EARLY AMERICAN" AVAILABLE THROUGH: HARPERSFERRYWOODWORK.COM PROVIDE FIVE 8' TABLES AND ONE ADA ACCESSIBLE TABLE (CUSTOM) OR APPROVED EQUAL
AutoCAD SHX Text
AutoCAD SHX Text
GUARDRAIL ON WALL - SEE CIVIL PLANS FOR DETAIL
AutoCAD SHX Text L1.3
AutoCAD SHX Text G
AutoCAD SHX Text
AutoCAD SHX Text TRASH AND RECYCLE CONTAINERS (2 TOTAL) - MANUF: DUMOR MODEL: 187-32-FTO SLATS: IPE WOOD STEEL FRAME COLOR: SUDAN LID COLOR: PROVIDE ONE (1) SUDAN LID AND ONE (1) RECYCLE BLUE LID OR APPROVED EQUAL
AutoCAD SHX Text M
AutoCAD SHX Text L1.4
AutoCAD SHX Text
AutoCAD SHX Text LOW RETAINING WALL - CMU CMU: ORCO, FINISH - BURNISHED, COLOR - MW WHEAT WALL CAP: NATURAL GRAY, SMOOTH FINISH OR APPROVED EQUAL
AutoCAD SHX Text N
AutoCAD SHX Text L1.4
AutoCAD SHX Text
AutoCAD SHX Text
TOOLED SCORE JOINT
AutoCAD SHX Text B
AutoCAD SHX Text L1.2
AutoCAD SHX Text L1.4
AutoCAD SHX Text P
AutoCAD SHX Text Q
AutoCAD SHX Text L1.4
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text Y
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
A CALIFORNIA CORPORATION
AutoCAD SHX Text 8/31/27
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text Z
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE: 1"=20'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
xxxxxxx
MWPA
HP/DN
MP
YN
LOS PEÑASQUITOS CANYON PRESERVE
MW PELTZ + ASSOCIATES, INC.
LANDSCAPE ARCHITECTURE
URBAN DESIGN
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
RLA 2010
143 S. CEDROS AVENUE, STE B-104
OUTDOOR CLASSROOM AND AMPHITHEATER
DEVELOPMENT
CHIEF OPERATIONS
CHIEF
DEVELOPMENT
DEPUTY DIRECTOR,
L1.2
LANDSCAPE CONSTRUCTION DETAILS
CONCRETE JOINTSB 4" STABILIZED DECOMPOSED GRANITE - STEEL EDGINGC
WOOD BENCH ASSEMBLYF
4" STABILIZED DECOMPOSED GRANITE - CONCRETE HEADERD
CMU PILASTERE
4" THICK CONCRETE PAVINGA
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text Y
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
A CALIFORNIA CORPORATION
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
1/3 DEPTH OF PAVING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FACE OF WALL OR CURB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPEED DOWEL SLEEVE SYSTEM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SUBGRADE PER GEOTECHNICAL REPORT
AutoCAD SHX Text
TOOLED SCORE JOINT
AutoCAD SHX Text 1/8"
AutoCAD SHX Text
EXPANSION JOINT NO DOWEL
AutoCAD SHX Text 3/8"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
EQ
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text
EQ
AutoCAD SHX Text
EQ
AutoCAD SHX Text
EQ
AutoCAD SHX Text
1/2" MAX.
AutoCAD SHX Text
DOWELED EXPANSION JOINT
AutoCAD SHX Text
EXPANSION JOINT MATERIAL
AutoCAD SHX Text
SEALANT - SONNEBORN OR EQUAL (COLOR TO MATCH ADJ. CONCRETE)
AutoCAD SHX Text
1/4" RADIUS TYP.
AutoCAD SHX Text
JOINT CAP
AutoCAD SHX Text NOTES: 1. REFER TO PLAN FOOR LOCATIONS OF JOINTS REFER TO PLAN FOOR LOCATIONS OF JOINTS 2. USE DOWELED EXPANSION JOINT FOR ALL NEW USE DOWELED EXPANSION JOINT FOR ALL NEW HARDSCAPE 3. WHEN NEW PAVING ABUTS CURBS, WALLS, AND WHEN NEW PAVING ABUTS CURBS, WALLS, AND OTHER HARDSCAPE, CORE DOWEL SLEEVES INTO EXISTING HARDSCAPE
AutoCAD SHX Text
PAVING PER PLAN
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text
WIDTH PER PLAN
AutoCAD SHX Text
3/16" X 4" STEEL LANDSCAPE EDGING
AutoCAD SHX Text
AutoCAD SHX Text
3/16" X 16" STEEL EDGING STAKE
AutoCAD SHX Text
AutoCAD SHX Text
DECOMPOSED GRANITE WITH STABILIZER. COLOR PER PLAN. INSTALL PER SPECIFICATIONS
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FILL MATERIAL IN TOP 12" (EXPANSION INDEX OF 50 OR LESS)
AutoCAD SHX Text
AutoCAD SHX Text
ADJACENT FINISH SURFACE
AutoCAD SHX Text
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 1'-5 "12"
AutoCAD SHX Text
2X6 IPE BOARD - LEAVE 1/2" SPACE BETWEEN BOARDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2"X16"X1/8" THICK STEEL BRACKET - PROVIDE HOLES AS SHOWN. SIZE HOLES APPROPRIATE TO HARDWARE USED.
AutoCAD SHX Text 1'-5 "12"
AutoCAD SHX Text
AutoCAD SHX Text
#8 X 1" ZINC-PLATED FLAT HEAD WOOD SCREW - 3 PER BOARD OFFSET AS SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
PROVIDE HOLE BETWEEN BOARDS FOR 1/4" WEDGE ANCHOR
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
2'-0" O.C. TYP.
AutoCAD SHX Text NOTE: CONTRACTOR TO FIELD MEASURE AND ADJUST BOARD LENGTHS AT CORNERS AND ENDS OF SEAT WALLS.
AutoCAD SHX Text
MITER CORNER
AutoCAD SHX Text
4" GALVANIZED FLAT CORNER BRACE ON BENCH BOTTOM
AutoCAD SHX Text
AutoCAD SHX Text 4"
AutoCAD SHX Text
WIDTH PER PLAN
AutoCAD SHX Text
CONCRETE HEADER (520-C-2500)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DECOMPOSED GRANITE WITH STABILIZER. COLOR PER PLAN. INSTALL PER SPECIFICATIONS
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FILL MATERIAL IN TOP 12" (EXPANSION INDEX OF 50 OR LESS)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ADJACENT WALL, BUILDING, OR OTHER HARDSCAPE
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text
1/2" RADIUS TYPICAL
AutoCAD SHX Text
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
#3 REBAR CONTINUOUS - OVERLAP ALL SPLICES 12" MIN.
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 2'-8"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 2'-8"
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text 2"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2"
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text 3'-2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 1'-7"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8X8X16 CMU - GROUT ALL CELLS. COLOR AND FINISH PER PLAN. RUNNING BOND
AutoCAD SHX Text
#3 REBAR HOR. @ 16" O.C.
AutoCAD SHX Text
#3 REBAR VERT. @ 24" O.C. UNLESS OTHERWISE SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
PIP CONCRETE CAP (520-C-2500) W/ #3 REBAR BOTH WAYS AS SHOWN
AutoCAD SHX Text
AutoCAD SHX Text
1/2" RADIUS
AutoCAD SHX Text
AutoCAD SHX Text
FINISH SURFACE ADJACENT DECOMPOSED GRANITE
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FILL (EXPANSION INDEX OF 50 OR LESS) IN TOP 24"
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text
VOID
AutoCAD SHX Text
VOID
AutoCAD SHX Text
TOP STAIR
AutoCAD SHX Text
BOTTOM STAIR
AutoCAD SHX Text RECEPTACLE IN COLE BOX PER ELECTRICAL PLANS. CONTRACTOR TO CUT BLOCK, RUN CONDUIT WITHIN PILASTER, AND INSTALL FLUSH TO CMU WALL
AutoCAD SHX Text
AutoCAD SHX Text
STAIRS BEYOND
AutoCAD SHX Text
AutoCAD SHX Text
VOID
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text
AutoCAD SHX Text
4X8X16 CMU TOP ROW. COLOR AND FINISH PER PLAN. RUNNING BOND
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 9"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text
CONCRETE COLOR AND FINISH PER PLAN
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR @ 24" O.C. BOTH WAYS
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE PAVING (520-C-2500)
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FILL (EXPANSION INDEX 50 OR LESS IN TOP 24")
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR CONTINUOUS
AutoCAD SHX Text
AutoCAD SHX Text
FLUSH ADJACENT FINISH SURFACE OR 2" ADJACENT FINISH GRADE
AutoCAD SHX Text
AutoCAD SHX Text
1/4" RADIUS
AutoCAD SHX Text
AutoCAD SHX Text 8/31/27
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text Z
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text W
AutoCAD SHX Text
P
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
xxxxxxx
MWPA
HP/DN
MP
YN
LOS PEÑASQUITOS CANYON PRESERVE
MW PELTZ + ASSOCIATES, INC.
LANDSCAPE ARCHITECTURE
URBAN DESIGN
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
RLA 2010
143 S. CEDROS AVENUE, STE B-104
OUTDOOR CLASSROOM AND AMPHITHEATER
DEVELOPMENT
CHIEF OPERATIONS
CHIEF
DEVELOPMENT
DEPUTY DIRECTOR,
L1.3
LANDSCAPE CONSTRUCTION DETAILS
STAIRS AND HANDRAIL 'A'H
STAIRS AND HANDRAIL 'B'J
WOOD BENCH SEAT WALLG
STAIRS AND HANDRAIL 'C'K
ENTRY GATEWAY
O Ñ
L
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text Y
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
A CALIFORNIA CORPORATION
AutoCAD SHX Text 8/31/27
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text Z
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 10"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 8"
AutoCAD SHX Text 10"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
3'-0" FROM TREAD NOSE
AutoCAD SHX Text 9"
AutoCAD SHX Text
TYP
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text
#3 REBAR @ 16" O.C. BOTH WAYS
AutoCAD SHX Text
AutoCAD SHX Text
#3 NOSING BAR 2" CLEAR
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR CONTINUOUS
AutoCAD SHX Text
AutoCAD SHX Text CONCRETE STEPS (560-C-3250) - MEDIUM BROOM FINISH IN DIRECTION PERPENDICULAR TO TRAFFIC. SLOPE TREADS 1/4" PER 1' TO DRAIN.
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FIL (EXPANSION INDEX 50 OR LESS) IN TOP 24"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ADJACENT CONCRETE PAVING OR DECOMPOSED GRANITE PER PLAN
AutoCAD SHX Text
AutoCAD SHX Text
EXPANSION JOINT WHEN ADJACENT TO CONCRETE PAVING
AutoCAD SHX Text
DIA.
AutoCAD SHX Text
1/2" RADIUS
AutoCAD SHX Text
AutoCAD SHX Text 3" WIDE PAINTED STRIPE OF HIGHLY CONTRASTING COLOR LOCATED NO CLOSER THAN 1" TO NOSE
AutoCAD SHX Text
AutoCAD SHX Text 1 1/2" STD PIPE - EMBED 5" DEEP IN 3" DIAMETER HOLE. SECURE WITH POR-ROK NON-SHRINK GROUT
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE FOOTING (560-C-3250)
AutoCAD SHX Text
AutoCAD SHX Text HANDRAIL NOTES: 1. WELD AND GRIND SMOOTH ALL CONNECTIONS WELD AND GRIND SMOOTH ALL CONNECTIONS 2. ALL RAILING TO BE HOT-DIPPED ALL RAILING TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 3. PIPE SHALL BE SEAMLESS STEEL ASTM A53 PIPE SHALL BE SEAMLESS STEEL ASTM A53 GRADE B
AutoCAD SHX Text 6"
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text 9"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
3'-0" FROM TREAD NOSE
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text
#3 REBAR @16" O.C. BOTH WAYS
AutoCAD SHX Text
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 10"
AutoCAD SHX Text
#3 NOSING BAR 2" CLEAR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR CONTINUOUS
AutoCAD SHX Text CONCRETE STEPS (560-C-3250) - MEDIUM BROOM FINISH IN DIRECTION PERPENDICULAR TO TRAFFIC. SLOPE TREADS 1/4" PER 1' TO DRAIN
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FILL (EXPANSION INDEX 50 OR LESS) IN TOP 24"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FINISH SURFACE ADJACENT STABILIZED DECOMPOSED GRANITE
AutoCAD SHX Text
1/2" RADIUS
AutoCAD SHX Text
AutoCAD SHX Text 3" WIDE PAINTED STRIPE OF HIGHLY CONTRASTING COLOR LOCATED NO CLOSER THAN 1" FROM NOSE TYPICAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1-1/2" STD. PIPE
AutoCAD SHX Text
AutoCAD SHX Text EMBED HANDRAILS 5" DEEP IN 3" DIAMETER HOLE. SECURE WITH POR-ROK NON-SHRINK GROUT OR EQUAL
AutoCAD SHX Text
CONCRETE FOOTING (560-C-3250)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ADJACENT PILASTER
AutoCAD SHX Text HANDRAIL NOTES: 1. WELD AND GRIND SMOOTH ALL WELD AND GRIND SMOOTH ALL CONNECTIONS 2. ALL RAILING TO BE HOT DIP ALL RAILING TO BE HOT DIP GALVANIZED AFTER FABRICATION 3. PIPE SHALL BE SEAMLESS STEEL PIPE SHALL BE SEAMLESS STEEL ASTM A53 GRADE B
AutoCAD SHX Text 6"
AutoCAD SHX Text
DIA.
AutoCAD SHX Text
PILASTER BEHIND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISOLATION JOINT PER DET. Q/L1.4
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2"
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text 1'-5 "12"
AutoCAD SHX Text
2" CLR.
AutoCAD SHX Text 6"
AutoCAD SHX Text 8x8x16 CMU - GROUT ALL CELLS. COLOR AND FINISH PER LANDSCAPE CONSTRUCTION PLAN. RUNNING BOND. USE PRECISION FACE WHERE BLOCK IS OUT OF SITE.
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR HOR. @ 24" O.C.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAVEL BACKFILL WRAPPED IN FILTER FABRIC
AutoCAD SHX Text
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4" PERFORATED DRAIN PIPE. SLOPE TO DRAIN. SEE GRADING PLANS, SHT C0.2, C0.3, FOR CONNECTION
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE FOOTING (560-C-3250)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR CONTINUOUS
AutoCAD SHX Text
WOOD BENCH ASSEMBLY - PER DET. F/L1.2
AutoCAD SHX Text
AutoCAD SHX Text SECURE BENCH WITH 1/4" X 3-1/4" STAINLESS STEEL WEDGE ANCHOR (2 PER EACH STEEL BRACKET)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FINISH SURFACE ADJ. STABILIZED DECOMPOSED GRANITE
AutoCAD SHX Text
NOTE: LAP ALL REBAR SPLICES 36" MIN.
AutoCAD SHX Text
95% COMPACTED ENGINEERED FILL (EXPANSION INDEX 50 OR LESS) IN TOP 24"
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR VERT. @ 24" O.C.
AutoCAD SHX Text
WATER-PROOFING MEMBRANE
AutoCAD SHX Text
AutoCAD SHX Text
2" CLR.
AutoCAD SHX Text 9"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
3'-0" FROM TREAD NOSE
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
#3 REBAR @16" O.C. BOTH WAYS
AutoCAD SHX Text
AutoCAD SHX Text
#3 NOSING BAR 2" CLEAR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR CONTINUOUS
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FILL (EXPANSION INDEX 50 OR LESS) IN TOP 24"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1/2" RADIUS TYPICAL
AutoCAD SHX Text
AutoCAD SHX Text 3" WIDE PAINTED STRIPE OF HIGHLY CONTRASTING COLOR LOCATED NO CLOSER THAN 1" FROM NOSE TYPICAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text HANDRAIL NOTES: 1. WELD AND GRIND SMOOTH ALL WELD AND GRIND SMOOTH ALL CONNECTIONS 2. ALL RAILING TO BE HOT DIP ALL RAILING TO BE HOT DIP GALVANIZED AFTER FABRICATION 3. PIPE SHALL BE SEAMLESS STEEL PIPE SHALL BE SEAMLESS STEEL ASTM A53 GRADE B
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
NUMBER OF RISERS PER PLAN
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
ADJACENT RETAINING WALL BENCH
AutoCAD SHX Text CONCRETE STEPS (560-C-3250) - MEDIUM BROOM FINISH IN DIRECTION PERPENDICULAR TO TRAFFIC. SLOPE TREADS 1/4" PER 1' TO DRAIN
AutoCAD SHX Text
1-1/2" STD. PIPE
AutoCAD SHX Text
MID-SUPPORT POST CENTERED IN STAIR TREAD @ 6' O.C. MAX
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text EMBED HANDRAILS 5" DEEP IN 3" DIAMETER HOLE. SECURE WITH POR-ROK NON-SHRINK GROUT OR EQUAL
AutoCAD SHX Text
CONCRETE FOOTING (560-C-3250)
AutoCAD SHX Text
FINISH SURFACE ADJACENT STABILIZED DECOMPOSED GRANITE
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
DIA.
AutoCAD SHX Text 9"
AutoCAD SHX Text
PROVIDE ISOLATION JOINT BETWEEN STAIRS AND CMU AS DESCRIBED IN DET. Q/L1.4
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 13'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
RANCHO DE LOS S PEÑASQUITOSASQUITOS
AutoCAD SHX Text
OUTDOOR CLASSROOM
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text 7'-6"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text
18" DIAMETER LOGS TYPICAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3" I.D STEEL EYEBOLTS
AutoCAD SHX Text
AutoCAD SHX Text
CUSTOM STEEL SIGN WITH HANGING HOOKS PROVIDED BY OWNER
AutoCAD SHX Text
AutoCAD SHX Text
2" WIDE DECORATIVE STEEL STRAPS - BLACK
AutoCAD SHX Text TIMBER NOTE: ALL WOOD TIMBER SHALL BE SEALED WITH TIMBER PRO "INTERNAL WOOD STABILIZER" OR APPROVED EQUAL PER MANUFACTURER'S DIRECTIONS.
NOTE: SEE STRUCTURAL DRAWINGS FOR ASSEMBLY - SHEET S1.0
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
xxxxxxx
MWPA
HP/DN
MP
YN
LOS PEÑASQUITOS CANYON PRESERVE
MW PELTZ + ASSOCIATES, INC.
LANDSCAPE ARCHITECTURE
URBAN DESIGN
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
RLA 2010
143 S. CEDROS AVENUE, STE B-104
OUTDOOR CLASSROOM AND AMPHITHEATER
DEVELOPMENT
CHIEF OPERATIONS
CHIEF
DEVELOPMENT
DEPUTY DIRECTOR,
L1.4
LANDSCAPE CONSTRUCTION DETAILS
6" THICK CONCRETE PAVINGM LOW RETAINING WALLN WOOD BENCH SEAT WALL ELEVATIONP
PILASTER ELEVATIONSQ
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text Y
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
A CALIFORNIA CORPORATION
AutoCAD SHX Text 8/31/27
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text Z
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 9"
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
CONCRETE COLOR AND FINISH PER PLAN
AutoCAD SHX Text
AutoCAD SHX Text
#4 REBAR @ 18" O.C. BOTH WAYS
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE PAVING (560-C-3250)
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED FILL (EXPANSION INDEX 50 OR LESS IN TOP 24")
AutoCAD SHX Text
AutoCAD SHX Text
#4 REBAR CONTINUOUS
AutoCAD SHX Text
AutoCAD SHX Text
FLUSH ADJACENT FINISH SURFACE OR 2" ADJACENT FINISH GRADE
AutoCAD SHX Text
AutoCAD SHX Text
1/4" RADIUS
AutoCAD SHX Text
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 2"
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text 10"
AutoCAD SHX Text 6"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
NOTE: LAP ALL REBAR SPLICES 36" MIN.
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
2" CLR.
AutoCAD SHX Text
3" CLR.
AutoCAD SHX Text 2"
AutoCAD SHX Text
2" CLR.
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 8x8x16 CMU - GROUT ALL CELLS, COLOR AND FINISH PER LANDSCAPE CONSTRUCTION PLAN. RUNNING BOND.
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR HOR. @ 24" O.C.
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR VERT. @24" O.C.
AutoCAD SHX Text
AutoCAD SHX Text
GRAVEL BACKFILL WRAPPED IN FILTER FABRIC
AutoCAD SHX Text
AutoCAD SHX Text 4" PERFORATED DRAIN PIPE. SLOPE TO DRAIN. SEE GRADING PLANS, SHT. C0.2, C0.3, FOR CONNECTION
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE FOOTING (560-C-3250)
AutoCAD SHX Text
AutoCAD SHX Text
#3 REBAR CONTINUOUS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
95% COMPACTED ENGINEERED FILL (EXPANSION INDEX 50 OR LESS) IN TOP 24"
AutoCAD SHX Text
AutoCAD SHX Text
WATER-PROOFING MEMBRANE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text CIP CONCRETE WALL CAP (520-C-2500) - PROVIDE TOOLED CONTROL JOINTS @ 5' O.C. MAX. SLOPE 1/4" PER FOOT TO DRAIN
AutoCAD SHX Text
FINISH SURFACE ADJ. STABILIZED DECOMPOSED GRANITE
AutoCAD SHX Text
1/2" RADIUS ON TOP OF CAP
AutoCAD SHX Text
SLOPE 1/4" PER FOOT
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
8X8X16 CMU PER DET G/L1.3. FINISH AND COLOR PER LANDSCAPE CONSTRUCTION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
WOOD BENCH ASSEMBLY PER DET. F/L1.2
AutoCAD SHX Text
AutoCAD SHX Text
FINISH SURFACE
AutoCAD SHX Text
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text
P-CO-COU-RANC-11
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 2'-8"
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text
TOP STAIR
AutoCAD SHX Text
BOTTOM STAIR
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
FRONT
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3/8" WIDE ISOLATION JOINT - PLACE CLOSED-CELL FOAM BACKER ROD SIZED TO COMPRESS 25-50% IN ANNULAR SPACE. PLACE 1/2"-5/8" BELOW CONCRETE SURFACE. INSTALL NON-SAG POLYURETHANE SEALANT ABOVE BACKER ROD (SIKAFLEX CONSTRUCTION SEALANT OR EQUAL). TOOL SEALANT FLUSH WITH PAVING.
AutoCAD SHX Text
AutoCAD SHX Text
CMU BLOCK PILASTER PER DET. E/L1.2. COLOR AND FINISH PER PLAN
AutoCAD SHX Text
PIP CONCRETE CAP PER DET. E/L1.2
AutoCAD SHX Text
CONCRETE STAIRS PER DET. J/L1.3
AutoCAD SHX Text COLE BOX FOR ELECTRIC RECEPTACLE. CONTRACTOR TO CUT BLOCK, INSTALL CONDUIT WITHIN PILASTER, AND INSTALL BOX FLUSH WITH CMU. SEE ELECTRICAL PLANS
AutoCAD SHX Text
P-CO-COU-RANC-10
C
A1 13.61"
A2 5.681"
A3 8.521"
A4 11.41"
A8 12.01"
A9 9.771"
A10 11.41"
A11 101" A12
11.11" A13 12.81"
A6 12.01"
A7 3.831"
A5 11.91"
RS
MVFS
TREE-LOW
SHRUB-LOW
SHRUB-LOW
SHRUB-LOW
SHRUB-LOW
SHRUB-LOW
SHRUB-LOW SHRUB-LOW SHRUB-LOW
SHRUB-LOW
SHRUB-LOW
MV
C
RS
FS
DATE
5500 OVERLAND DRIVE, SUITE 410 SAN DIEGO, CALIFORNIA 92123
COUNTY OF SAN DIEGO
DEPARTMENT OF PARKS AND RECREATION
NO. REVISIONS APPR. DATE
PROJECT MANAGER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET
PROJ. NO.
FILE NO.
OF
SCALE
xxxxxxx
MWPA
HP/DN
MP
YN
LOS PEÑASQUITOS CANYON PRESERVE
MW PELTZ + ASSOCIATES, INC.
LANDSCAPE ARCHITECTURE
URBAN DESIGN
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
RLA 2010
143 S. CEDROS AVENUE, STE B-104
OUTDOOR CLASSROOM AND AMPHITHEATER
DEVELOPMENT
CHIEF OPERATIONS
CHIEF
DEVELOPMENT
DEPUTY DIRECTOR,
L2.1
IRRIGATION PLAN, LEGEND AND NOTES
AutoCAD SHX Text
GOAT PEN
AutoCAD SHX Text
HORSE
AutoCAD SHX Text
BARN
AutoCAD SHX Text
CHICKEN COOPS
AutoCAD SHX Text
STABLES
AutoCAD SHX Text
AREA
AutoCAD SHX Text
PLANTER BOX'S
AutoCAD SHX Text
TRASH DUMPSTER AREA
AutoCAD SHX Text
DIRT PARKING AREA
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
FLOODPLAIN 100
AutoCAD SHX Text
CITY OF SD PROPERTY LINE
AutoCAD SHX Text POINT OF CONNECTION CONNECT TO EXISTING IRRIGATION MAINLINE FEEDING CHICKEN COOPS. REFER TO P.O.C. NOTE THIS SHEET.
AutoCAD SHX Text IRRIGATION CONTROLLER CONTRACTOR SHALL INSTALL NEXT TO ELECTRICAL PEDESTAL, OUTSIDE OF TREE CANOPY. REFER TO CONTROLLER NOTE THIS SHEET FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL INSTALL RAIN SENSOR/ENCLOSURE TO EAVE OF CHICKEN COOP AND HARDWIRE TO CONTROLLER.
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text K
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text 1 "14"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text IRRIGATION MAINLINE AND EQUIPMENT SHOWN IN HARDSCAPE FOR GRAPHIC CLARITY ONLY. ALL MAINLINE AND EQUIPMENT SHALL BE INSTALLED IN LANDSCAPE AREAS PER THE INSTALLATION DETAILS AND SPECIFICATIONS.
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
MANUFACTURER/MODEL
AutoCAD SHX Text
ARC
AutoCAD SHX Text
PSI
AutoCAD SHX Text
GPM
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
HUNTER MP CORNER PROS-12-PRS30-CV-F T
AutoCAD SHX Text
ADJ
AutoCAD SHX Text
AutoCAD SHX Text 11'
AutoCAD SHX Text I-3
AutoCAD SHX Text
HUNTER MP800SR PROS-12-PRS30-CV-F ADJ
AutoCAD SHX Text
ADJ
AutoCAD SHX Text
AutoCAD SHX Text 8'
AutoCAD SHX Text I-3
AutoCAD SHX Text
HUNTER MP815 PROS-12-PRS30-CV-F L
AutoCAD SHX Text 210-270
AutoCAD SHX Text
AutoCAD SHX Text 13'
AutoCAD SHX Text I-3
AutoCAD SHX Text
HUNTER MP815 PROS-12-PRS30-CV-F M
AutoCAD SHX Text 90-210
AutoCAD SHX Text
AutoCAD SHX Text 13'
AutoCAD SHX Text I-3
AutoCAD SHX Text
HUNTER MP815 PROS-12-PRS30-CV-F O
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1.52
AutoCAD SHX Text 13'
AutoCAD SHX Text I-3
AutoCAD SHX Text
HUNTER MP820 PROS-12-PRS30-CV-F K
AutoCAD SHX Text 90-210
AutoCAD SHX Text
AutoCAD SHX Text 19'
AutoCAD SHX Text I-3
AutoCAD SHX Text
RAIN BIRD 1804-SAM W/HUNTER MSBN-25Q 1401
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 0.25
AutoCAD SHX Text 3'
AutoCAD SHX Text I-3
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
MANUFACTURER/MODEL/DESCRIPTION
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
RAIN BIRD EFB-CP-PRS-D
AutoCAD SHX Text I-14
AutoCAD SHX Text RAIN BIRD 44-LRC WITH 44-K (KEY) 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
AutoCAD SHX Text I-5
AutoCAD SHX Text NIBCO T-113-K (MANIFOLD ISOLATION) CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4IN. - 3IN.
AutoCAD SHX Text I-11
AutoCAD SHX Text NIBCO T-580-S6-R-66-LL (MAINLINE ISOLATION) STAINLESS STEEL BALL VALVE SHUT OFF VALVE. LINE SIZE.
AutoCAD SHX Text I-13
AutoCAD SHX Text
SUPERIOR 3000 NORMALLY CLOSED BRASS MASTER VALVE
AutoCAD SHX Text I-10
AutoCAD SHX Text HUNTER I2C-1600-M/ICC-PED-SS 16 STATION OUTDOOR MODULAR CONTROLLER. WITH ONE ICM-800 MODULE. COMMERCIAL USE. STAINLESS STEEL PEDESTAL.
AutoCAD SHX Text A/L2.3
AutoCAD SHX Text HUNTER SOLAR-SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .