insurance poolsoludams tio a plan prepared n by: luis
TRANSCRIPT
Gas Piping Diagram:
ADAMSPOOL
SOLUTIONS
POOL SPECIFICATIONS
CONSTRUCTION COMPLIANCE
Compliance with Energy ConservationSwimming Pool Heater [2-5318] T-24Anti-Entrapment Requirements
Electrical Requirements
24itleT
Energy
Standards
2019
Work Hours And Parking
All Work
to Conform
2019
Code Compliance
DEPTH
POOL SIZE VOL.(GAL)
PERIMETER
POOL SPA SPA SIZE
PCF
SOILS REPORT
RAMP
TO
TOTAL
SPECIAL ENG.
UNDERDRAIN
MISC.
ELEV.
OWNER
ADDRESS
OWNER
CITY
PHONE
MAILING ADDRESS:
REVISION:
INDEX OF PLAN SHEETS
GATE CODE
INSURANCE
EQUIPMENT
1
5
TO
LUIS LOPES
ADAM
S POOL SOLUT IONS
DR
AF T I NG D E P A R T M
EN
T
BY: LUIS LOPES
SIGNATURE
PLAN PREPARED
DWG BY: LUIS LOPES
No. C53-726779
2
FILTER
PUMP
HEATER
CLEANER
AUTO CONTROL
SOLAR
SPA LIGHT
POOL LIGHT
APN#
Scope Of Work:
Electrical Diagram:
Gas Piping & Electrical Runs To Equipment Pad:
BY CONTRACTOR
BY ADAMS
GAS ELEC.
(EXAMPLES ONLY)
(OPTION #1)
(OPTION #2)
Additional Notes:
Bonding Notes:
Swimming Pool Safety Act
Erosion Control Notes:
Sound Notes:
Equipment Noise Notes:
Architectural Notes:
Lighting Notes:
Energy Notes:
Tree Protection Notes:
All Barriers By Owner
Back Flow Prevention:
Drainage Of Pool:
Special Inspection:
Decibels Of Equipment:
Soil Bearing Note:
Setback & Height Verification
Safety Cover Code:
Construction Entrance:
Cover Vault & Trough
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POLYETHYLENE GAS LINE
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Phone 925-828-3100
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Ca Licence No. C53-726779
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PLEASANTON, CA 94588
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3675 OLD SANTA RITA RD.
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adamspools.com
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RESIDENTIAL POOL/SPA ENCLOSURE REQUIREMENTS ALL NEW OR REPLACEMENT GAS, DIESEL, OR ELECTRIC SWIMMING POOL HEATING SYSTEMS MUST MEET THE FOLLOWING: POOL HEATING SYSTEM MUST BE EQUIPPED WITH; * AN EASILY ACCESSIBLE ON/OFF SWITCH MOUNTED ON THE SIDE OF THE HEATER THAT TURNS ON AND OFF THE PILOT LIGHT OR CHANGES THE THERMOSTAT SETTING. * A PERMANENT WEATHERPROOF PLATE OR CARD THAT PROVIDES INSTRUCTIONS FOR THE EFFICIENT OPERATION OF THE SWIMMING POOL AND THE PROPER CARE OF THE SWIMMING POOL WATER WHEN POOL COVER IS USED. * A LENGTH OF PLUMBING (36 INCH MINIMUM) BETWEEN THE FILTER AND THE GAS, DIESEL, OR ELECTRIC HEATER TO ALLOW FOR THE POSSIBLE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT. ANY NEW OR REPLACEMENT GAS, DIESEL, OR ELECTRIC SWIMMING POOL HEATER MUST HAVE A THERMOSTAT EFFICIENCY OF AT LEAST 78% AND MUST BE SO IDENTIFIED ON THE PLANS AND THE HEATER. OUTDOOR POOL EQUIPMENT WITH A GAS, DIESEL, OR ELECTRIC HEATER MUST ALSO BE EQUIPPED WITH A POOL COVER. THE POOL COVER MUST BE ONE THAT WAS MANUFACTURED FOR USE AS A POOL COVER, A DETERMINATION MADE BY LOCAL ENFORCEMENT AGENCY. TIME CLOCKS MUST BE INSTALLED ON ANY NEW OR REPLACEMENT POOL CIRCULATION PUMP SO THAT PUMP CAN BE SET TO RUN IN THE OFF PEAK ELECTRIC DEMAND PERIOD (UNLESS REQUIRED TO OPERATE AN ACTIVE SOLAR POOL HEATING SYSTEM) AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN A CLEAR AND SANITARY CONDITION IN KEEPING WITH APPLICABLE PUBLIC HEALTH STANDARDS. TIME CLOCKS ARE NOT REQUIRED WHERE PUBLIC HEALTH STANDARDS REQUIRE 24 HOUR OPERATION. ALL NEW POOLS MUST BE EQUIPPED WITH DIRECTION INLETS WHICH ADEQUATELY MIXES THE POOL WATER TO PREVENT STRATIFICATION OF THE HEATED SUPPLY WATER AND THE COLDER EXISTING WATER.
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SECTION 115928.5 OF THE CALIFORNIA HEALTH AND SAFETY CODE STATES AS FOLLOWS: WHENEVER A BUILDING PERMIT IS ISSUED FOR THE CONSTRUCTION OF A NEW SWIMMING POOL OR SPA, THE POOL OR SPA SHALL MEET ALL THE FOLLOWING REQUIREMENTS.
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(PER 2019 CALIFORNIA ELECTRIC CODE, ARTICLE 680)
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NOTE: AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OWNER AT THE COMPLETION OF THE PROJECT.(4.410.1)
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CEES
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1. A READILY ACCESSIBLE DISCONNECTING MEANS MUST A READILY ACCESSIBLE DISCONNECTING MEANS MUST BE PROVIDED AND BE ACCESSIBLE, LOCATED WITHIN SIGHT OF ALL POOLS, SPAS, AND HOT TUB EQUIPMENT, AND MUST BE LOCATED AT LEAST 5 FOOT FROM THE INSIDE WALLS OF POOL, SPA, OR HOT TUB. 2. NO FEWER THAN ONE 125-VOLT, 15- OR 20-AMPERE NO FEWER THAN ONE 125-VOLT, 15- OR 20-AMPERE GFCI RECEPTACLE, ON A GENERAL-PURPOSE BRANCH CIRCUIT, WILL BE LOCATED NOT LESS THAN 6 FEET FROM, AND NOT MORE THAN 20 FEET FROM, THE INSIDE WALL OF THE POOL. THIS RECEPTACLE MUST BE LOCATED NOT MORE THAN 6 FEET 6 INCHES ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL. SPECIFY THE LOCATION OF THIS RECEPTACLE ON THE PLANS. 3. ALL 15 OR 20 AMP, OR 250 VOLT RECEPTACLES ALL 15 OR 20 AMP, OR 250 VOLT RECEPTACLES INSTALLED OUTDOORS IN WET LOCATIONS WILL PROVIDE A LIST WEATHERPROOF TYPE COVER WHEN THE PLUG IS, OR IS NOT, INSERTED. 2016 CEC 406 4. LIGHTING FIXTURES, LIGHTING OUTLETS, AND SWITCHES LIGHTING FIXTURES, LIGHTING OUTLETS, AND SWITCHES SHALL COMPLY WITH ARTICLE 680.22 (C). 5. UNDERWATER LIGHTING FIXTURES SHALL COMPLY WITH UNDERWATER LIGHTING FIXTURES SHALL COMPLY WITH ARTICLE 680.23 6. ALL METAL PARTS BONDED PER ARTICLE 680.23 ALL METAL PARTS BONDED PER ARTICLE 680.23 7. AT LEAST ONE PRACTICAL SHALL BE LOCATED BETWEEN AT LEAST ONE PRACTICAL SHALL BE LOCATED BETWEEN 6 AND 20 FEET AWAY: A SINGLE, LOCKING AND GROUNDING TYPE. 8. ALL ELECTRICAL BONDING AND GROUNDING SHALL ALL ELECTRICAL BONDING AND GROUNDING SHALL COMPLY WITH CEC ARTICAL 680.6
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S
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S
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CBC 107.2.1, CMC, CPC, CEC, CRC, CFC
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S
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S
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NO PARKING SIGNS: AT THE DISCRETION OF THE POLICE CHIEF OR POLICE NO PARKING SIGNS: AT THE DISCRETION OF THE POLICE CHIEF OR POLICE CHIEF'S DESIGNEE, TO PROTECT HEALTH AND SAFETY, OR IN THE EVENT THE CONTRACTOR FAILS TO PROPERLY IMPLEMENT THE COP PLAN, THE CITY MANAGER OR CITY MANAGER'S DESIGNEE MAY REQUIRE THE CONTRACTOR TO POST SIGNS ON AND ALONG STREETS AT 100 FOOT INTERVALS FOR A DISTANCE OF 500 FEET ON BOTH SIDES OF THE STREET FROM THE CONSTRUCTION PROJECT, NOTIFYING THAT PARKING IS PROHIBITED EXCEPT FOR RESIDENTS AND THEIR GUESTS AS AUTHORIZED BY THE CALIFORNIA VEHICLE CODE SECTION 22507. THE CONTRACTOR SHALL PAY FOR THE COST OF THE SIGNS.
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WORK HOURS: CONSTRUCTION, DELIVERIES, AND OR SERVICING OF ANY ITEM ON SITE SHALL BE PROHIBITED BEFORE 8:00 AM AND AFTER 5:00 PM. WEEKDAYS, ALL DAY SATURDAY, SUNDAYS AND HOLIDAYS.
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NO VEHICLE OR EQUIPMENT PARKING SHOULD BE ALLOWED WITHIN THE TREE PROTECTION FENCING AREA OF ANY LARGE TREE. IN ADDITION ALL CONSTRUCTION MATERIALS, EQUIPMENT, SUPPLIES, CHEMICALS, PAINTS, AND OTHER ARTICLES ARE TO BE STORED OUTSIDE OF THE DRIPLINE OF THE TREES.
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CLEAN-UP AREA: THIS AREA SHALL NOT BE LOCATED BENEATH ANY TREE CANOPY OR IN ANY PROPOSED PLANTING AREA. RUNOFF FROM THE CLEAN-UP AREA SHALL BE CONTAINED AND THE WASTE MATERIAL DISPOSED OF USING "BEST MANAGEMENT PRACTICES" ACCEPTABLE TO THE REGIONAL WATER QUALITY CONTROL BOARD.
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NO WORK OF ANY NATURE, INCLUDING BUT NOT LIMITED TO HAULING OR HEAVY EQUIPMENT SHALL BE PERMITTED ON SATURDAYS, SUNDAYS OR HOLIDAYS.
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(A) (1) THE SUCTION OUTLET OF THE POOL OR SPA FOR (1) THE SUCTION OUTLET OF THE POOL OR SPA FOR WHICH THE PERMIT IS ISSUED SHALL BE EQUIPPED TO PROVIDE CIRCULATION THROUGHOUT THE POOL OR SPA AS PRESCRIBED IN PARAGRAPH (2). (1) THE SWIMMING POOL OR SPA SHALL HAVE AT LEAST THE SWIMMING POOL OR SPA SHALL HAVE AT LEAST TWO CIRCULATION DRAINS PER PUMP THAT SHALL BE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH ONE OR MORE "T" FITTINGS, AND THAT ARE SEPARATED BY A DISTANCE OF AT LEAST THREE FEET IN ANY DIMENSION BETWEEN THE DRAINS. (B) ALL SUCTION OUTLETS SHALL BE COVERED WITH ALL SUCTION OUTLETS SHALL BE COVERED WITH ANTI-ENTRAPMENT COVERS, AS SPECIFIED IN THE ASME/ANSI STANDARD A 112.19.8, THAT CANNOT BE REMOVED EXCEPT WITH THE USE OF TOOLS. SLOTS OR OPENINGS IN THE GRATES OR SIMILAR PROTECTIVE DEVICES SHALL BE OF A SHAPE, AREA, AND ARRANGEMENT THAT WOULD PREVENT PHYSICAL ENTRAPMENT AND WOULD NOT POSE ANY SUCTION HAZARD TO BATHERS. (C) ANY BACKUP SAFETY SYSTEM THAT AN OWNER OF A ANY BACKUP SAFETY SYSTEM THAT AN OWNER OF A SEW SWIMMING POOL OR SPA MAY CHOOSE TO INSTALL IN ADDITION TO THE REQUIREMENTS SET FORTH IN SUBDIVISIONS (A) AND (B) SHALL MEET THE STANDARDS AS PUBLISHED IN THE DOCUMENT "GUIDELINES THE
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DATE:06-24-20
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SALES PERSON:
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DWG BY: L. LUIS
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CYPRESS INSURANCE COMPANY
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Carl Canaparo (925)952-8680 EAWC011353
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SCALE:
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1/8" = 1'
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EXP: 5-1-2020
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OF
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SHARMA, VIVEK
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27644 NATOMA ROAD
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LOS ALTOS HILLS, CA 94022
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X
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NONE
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SAME
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140'
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20'-0" X 50'-0"
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65
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SHEET
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8'-0" X 11'-0"
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SHALLOW END
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990
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900
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88
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34,150
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CORBY GOULD
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x
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POOL ENG 100
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ATLAS GEO. CONS. INC
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x
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3'-6"
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6'-0"
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4'-6"
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OMNI LOGIC W/APP
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525 SQ FT HAYWARD CART.
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VARIABLE SPEED TRISTAR
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400k BTU HAYWARD
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POLARIS 280 W/PUMP
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NONE
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5 HAYWARD ACCENT COLOR
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1 HAYWARD ACCENT COLOR
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182-11-050
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BUILDING INGROUND POOL & SPA
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WITH AUTOMATIC SAFETY COVER
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GAS TO BE DONE BY OTHERS ON SEPARATE PERMIT
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ELECTRIC TO BE DONE BY OTHERS ON SEPARATE PERMIT
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SHEET 2 SITE PLAN
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SHEET 4 POOL & SPA DETAILS
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SHEET 3 CONSTRUCTION PLAN
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SHEET 1 CODE COMPLIANCE
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SHEET 5 STRUCTURAL PLAN 100
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CONSTRUCTION PARKING IS PERMITTED ONLY ON THE SITE AND ONLY SIDE OF THE STREET FRONTING THE PROPERTY FOR WHICH THE PERMIT IS ISSUED.
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ELEC. PANEL
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3X #6 COPPER WIRE IN 1 1/4" CONDUIT MIN OF 18" BELOW EXISTING GRADE
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SIEMENS 200 AMP
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X
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X
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YES
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YES
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ENCLOSURE ANCHORED TO CONCRETE WITH L BRACKETS AND SCREWS
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POOL EQUIPMENT ENCLOSURE MADE FROM WOOD FRAME WOOD FRAME W/INSULATION SOUND DAMPENING CONTAINING PUMP ENCLOSURE & 4"x4" PRESSURE & 4"x4" PRESSURE TREATED POSTS BY OTHERS. (NO ROOF OVER HEATER & FILTERS)
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SHINGLE TYPE ROOF MATERIAL
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POOL EQUIPMENT ENCLOSURE DETAILS
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DOORS
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3/4" PAINTED CDX PLYWOOD
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2"x4" CONSTRUCTION
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4"x4" PRESSURE TREATED CONSTRUCTION
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2"x4" PRESSURE TREATED
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4" CONCRETE
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325 FILTER
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HTR
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HEATER
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FILTER
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PUMPS
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ENCLOSURE ANCHORED TO CONCRETE WITH L BRACKETS AND SCREWS
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46 1/2"
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6' MAX
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3/4" PAINTED MDO PLYWOOD
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OPENABLE LID FOR SERVICING
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ENCLOSE ALL EQUIPMENT
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ENCLOSE ALL PUMPS ONLY
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ENCLOSURE FOR ALL PUMPS ONLY WITH SOUND DAMPENING INSULATION
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NTS
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ENCLOSURE FOR ALL PUMPS ONLY WITH SOUND DAMPENING INSULATION
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NTS
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*
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THIS SITE (27644 NATOMA RD. LOS ALTOS, CA 94022) IS FLAT
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*
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ADAMS POOLS SCOPE OF WORK IS ONLY EXCAVATION & CONSTRUCTION OF SWIMMING POOL & SPA
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ALL METAL PARTS BONDED PER ARTICAL 680.23 WITHIN 5 FEET. ALL FIXED METAL PARTS, INCLUDING UNDERWATER LIGHTING, FITTINGS,ELECTRICAL EQUIPMENT, PIPING, AWNINGS, FENCES, ETC. WITHIN 5 FEET OF THE INSIDE OF THE POOL WALL SHALL BE BONDED TO THE EQUIPMENT GRID WITH A #8AWG COPPER CONDUCTOR. BONDING CLAMPS FOR DIRECT BURIAL OR CONCRETE ENCASEMENT SHALL BE BRASS, COPPER, COPPER ALLOY, OR OTHER LISTED MATERIAL. WHERE NONE OF THE BONDED PARTS IS IN DIRECT CONNECTION WITH THE POOL WATER, THE POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORROSION-RESISTANT CONDUCTIVE SURFACE THAT EXPOSES A MINIMUM OF NINE SQUARE INCHES OF SURFACE AREA OF THE POOL WATER ANY ALL TIMES. THE CONDUCTIVE SURFACE SHALL BE LOCATED WHERE IT IS NOT EXPOSED TO PHYSICAL DAMAGE OR DISLODGEMENT DURING USUAL POOL ACTIVATES AND IT SHALL BE BONDED AS NOTED ABOVE. CEC 680.26 THE PERIMETER SURFACE WITHIN 3 FEET OF THE INSIDE WALL OF THE POOL (INCLUDING UNPAVED, PAVED, CONCRETE SURFACES, ETC.) SHALL BE BONDED AND ATTACHED TO THE POOL REINFORCED STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR POINTS SPACED UNIFORMLY AROUND THE POOL. PERIMETER BOUNDING SHALL BE STRUCTURAL REINFORCING TOGETHER BY STEEL TIE WIRES. CEC 680.26
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SECTION 115922 (a) EXCEPT AS PROVIDED IN SECTION 115925, WHEN A BUILDING PERMIT IS ISSUED FOR THE CONSTRUCTION OF A NEW SWIMMING POOL OR SPA OR THE REMODELING OF AN EXISTING SWIMMING POOL OR SPA AT A PRIVATE SINGLE FAMILY HOME HOME, THE RESPECTIVE SWIMMING POOL OR SPA SHALL BE EQUIPPED WITH AT LEAST TWO OF THE FOLLOWING SEVEN DROWNING PREVENTION SAFETY FEATURES: PER THE CALIFORNIA SAFETY CODE 511922 AS OUTLINED IN SENATE BILL 442 (1) AN ENCLOSURE THAT MEETS THE REQUIREMENTS OF AN ENCLOSURE THAT MEETS THE REQUIREMENTS OF SECTION 115923 AND ISOLATES THE SWIMMING POOL OR SPA FROM THE PRIVATE SINGLE FAMILY HOME. (2) REMOVABLE MESH FENCING THAT MEETS AMERICAN REMOVABLE MESH FENCING THAT MEETS AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) SPECIFICATIONS F2286 STANDARDS IN CONJUNCTION WITH A GATE THAT IS SELF-CLOSING AND SELF-LATCHING AND CAN ACCOMMODATE A KEY LOCKABLE DEVICE. (3) THE POOL SHALL BE EQUIPPED WITH AN APPROVED THE POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER THAT MEETS ALL REQUIREMENTS OF THE ASTM SPECIFICATIONS F1346. (ZODIAK POOL COVERS #T4) (4) THE EXIT ALARM ON THE PRIVATE SINGLE FAMILY THE EXIT ALARM ON THE PRIVATE SINGLE FAMILY HOME'S DOORS THAT PROVIDE DIRECT ACCESS TO THE SWIMMING POOL OR SPA. THE EXIT ALARM MAY CAUSE EITHER AN ALARM NOISE OR A VERBAL WARNING, SUCH AS A REPEATING NOTIFICATION THAT "THE DOOR TO THE POOL IS OPEN." (5) AN ALARM THAT, WHEN PLACED IN A SWIMMING POOL AN ALARM THAT, WHEN PLACED IN A SWIMMING POOL OR SPA, WILL SOUND UPON DETECTION OF ACCIDENTAL OR UNAUTHORIZED ENTRANCE INTO THE WATER. THE ALARM SHALL MEET AND BE INDEPENDENTLY CERTIFIED TO THE ASTM STANDARD F2208 "STANDARD SAFETY SPECIFICATION FOR RESIDENTIAL POOL ALARMS,"WHICH INCLUDES SURFACE MOTION, PRESSURE, SOLAR, LASER, AND INFRARED TYPE ALARMS. A SWIMMING PROTECTION ALARM FEATURE DESIGNED FOR INDIVIDUAL USE, INCLUDING AN ALARM ATTACHED TO A CHILD THAT SOUNDS WHEN THE CHILD EXCEEDS A CERTAIN DISTANCE OR BECOMES SUBMERGED IN WATER, IS NOT A QUALIFYING DROWNING PREVENTION SAFETY FEATURE. ONE WILL BE IN EACH BODY OF WATER. (6) OTHER MEANS OF PROTECTION, IF THE DEGREE OF OTHER MEANS OF PROTECTION, IF THE DEGREE OF PROTECTION AFFORDED IS EQUAL TO OR GREATER THAN THAT AFFORDED BY ANY OF THE FEATURES SET FORTH ABOVE AND HAS BEEN INDEPENDENTLY VERIFIED BY AN APPROVED TESTING LABORATORY AS MEETING STANDARDS FOR THOSE FEATURES ESTABLISHED BY THE ASTM OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) (7) BEFORE THE ISSUANCE OF A FINAL APPROVAL FOR BEFORE THE ISSUANCE OF A FINAL APPROVAL FOR THE COMPLETION OF PERMITTED CONSTRUCTION OR REMODELING WORK, THE LOCAL BUILDING CODE OFFICIAL SHALL INSPECT THE DROWNING SAFETY PREVENTION FEATURES REQUIRED BY THIS SECTION AND,IF NO VIOLATIONS ARE FOUND, SHALL GIVE FINAL APPROVAL.
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9) ALL EROSION CONTROL MEASURES SHALL BE ONSITE AND READILY ACCESSIBLE PRIOR TO CONSTRUCTION.
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10) SWEEP OR SCRAPE UP SOILS TRACKED ONTO THE ROAD AT THE END OF EACH DAY. DO NOT HOSE INTO STREET, GUTTER, OR STORM DRAIN.
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11) REVEGETATE DISTURBED AREAS. EXPOSED BARE DIRT SHALL BE COVERED WITH MULCH, JUT NETTING OR OTHER EROSION CONTROL BLANKET.
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12) ALL TEMPORARY STOCKPILES SHALL BE COVERED WITH 6 MIL PLASTIC SHEETS, SUITABLY ANCHORED.
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13) THE SITE SHALL BE MONITORED BY THE CONTRACTOR/OWNER AFTER RAIN EVENT TO VERIFY EROSION CONTROL MEASURES ARE FUNCTIONING.
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A. EXCEPT AS OTHERWISE PERMITTED UNDER THIS CHAPTER, NO PERSON SHALL CAUSE AND NO PROPERTY OWNER SHALL PERMIT ON SUCH OWNERS' PROPERTY, A NOISE PRODUCED BY ANY PERSON, MACHINE, ANIMAL OR DEVICE, OR ANY COMBINED THEREOF, IN EXCESS OF THE SOUND SOUND LEVEL LIMITS SET FORTH IN THIS SECTION TO EMANATE FROM ANY PROPERTY, PUBLIC OR PRIVATE, BEYOND THE PROPERTY LINE. ANY SOUND IN EXCESS OF THE SOUND LEVEL LIMITS SET FORTH IN THIS SECTION SHALL CONSTITUTE A NOISE DISTURBANCE. FOR PURPOSES OF DETERMINING SOUND LEVELS, SOUND LEVEL MEASUREMENTS SHALL BE MADE AT ANY LOCATION ON THE RECEIVING PROPERTY. PROFESSIONAL CERTIFICATION OF MEETING THIS REQUIREMENT MAY BE REQUIRED PRIOR TO FINAL INSPECTION. B. SOUND LEVEL LIMITS: 7 A.M. TO 10 P.M. 60 DBA/10 P.M. TO 7 A.M. 50 DBA7 A.M. 50 DBA
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A. POOL EQUIPMENT OPERATION: NO PUMPING, FILTER, OR SIMILAR EQUIPMENT SHALL BE OPERATED BETWEEN THE HOURS OF EIGHT P.M. AND EIGHT A.M. AND ALL PERMITS FOR THE ERECTION OF PUMPING, FILTER AND OTHER ERECTION OF PUMPING, FILTER AND OTHER SIMILAR EQUIPMENT SHALL INCLUDE THE INSTALLATION OF AN AUTOMATIC TIMING DEVICE ADJUSTED TO ENSURE SUCH HOURS OF OPERATION. A.M.C 17.40.050(F) B. CONDITIONS OF APPROVAL: EQUIPMENT SHALL BE INSTALLED AND MAINTAINED SO AS NOT EXCEED 35DBA AS MEASURED AT THE PROPERTY LINE. A.M.C 8.16
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THE OUTDOOR POOL AND/OR SPA SUPPLIED WITH A HEATER WILL HAVE A PERMANENTLY INSTALLED COVER. THE COVER MUST BE FITTED AND INSTALLED PRIOR TO A CALL FOR THE FINAL INSPECTION 2019 BUILDING AND APPLIANCE EFFICIENCY REGULATIONS, SECTION 5.10.2 AND 2019 BUILDING ENERGY EFFICIENT EFFICIENT STANDARDS - MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT, SECTION 110.4 (B) 2..
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THE PROPOSED EXTERIOR EQUIPMENT (A/C, GENERATOR, POOL EQUIPMENT, ETC.) WILL COMPLY WITH THE TOWN OF LOS ALTOS HILLS NOISE STANDARDS AND WILL NOT EXCEED 50 dBa AT THE PROPERTY LINE. IF THE EQUIPMENT DOES NOT MEET THIS REQUIREMENT PROVIDE THE METHODOLOGY AND THE MEASURES TAKEN TO MEET THE STANDARD FOR REVIEW. THE METHODOLOGY MUST INCLUDE THE dBa LEVEL OF THE EQUIPMENT PER THE MANUFACTURER'S SPECIFICATIONS, ANY MITIGATION MEASURES PROPOSED TO LOWER THE dBa LEVEL, AND CERTIFICATION OF THE RESULTING dBa LEVEL AS MEASURED FROM THE PROPERTY LINE. AMC 8.16 (THIS CAN BE DEFERRED AND VERIFIED PRIOR TO FINAL INSPECTION.)
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2019 CALIFORNIA BUILDING CODE, 2019 CALIFORNIA RESIDENTIAL CODE, 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA MECHANICAL CODE, 2019 CALIFORNIA PLUMBING CODE, 2019 CALIFORNIA GREEN BUILDING STANDARDS, 2019 CALIFORNIA ENERGY CODE AND THE 2019 CALIFORNIA FIRE CODE AS AMENDED BY CITY'S FIRE DEPT.
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LIGHTING ON FOUNTAINS WILL BE "SHIELDED AND DOWN-LIT". POOL EQUIPMENT MUST BE ENCLOSED OTHERWISE SCREENED TO MITIGATE NOISE AND COMPLY WITH THE TOWN NOISE ORDINANCE. ALL LIGHTING ON ACCESSORY BUILDINGS AND STRUCTURES THAT ARE LOCATED OUTSIDE OF THE MAIN BUILDING AREA SHALL BE SHIELDED OR DOWN-LIT AND SHALL NOT SHINE ONTO ADJOINING PROPERTIES.
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ALL REQUIRED SWIMMING POOL SAFETY FENCING AND ALARMS WILL BE INSTALLED AND INSPECTED PRIOR TO FILLING ANY POOL WITH WATER. ONCE INSPECTED AND APPROVED, ALL REQUIRED POOL SAFETY FEATURES WILL REMAIN IN PLACE AND BE MAINTAINED IN SATISFACTORY CONDITIONS TO PREVENT UNAUTHORIZED ENTRY.
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1. ALL FILTRATION PUMP MOTORS WITH A CAPACITY OF 1 ALL FILTRATION PUMP MOTORS WITH A CAPACITY OF 1 TOTAL HORSEPOWER (HP) OR MORE MUST BE MULT SPEED. 2. THE OUTDOOR POOL AND / OR SPA SUPPLIED WITH A THE OUTDOOR POOL AND / OR SPA SUPPLIED WITH A HEATER WILL HAVE A PERMANENTLY INSTALLED COVER. THE COVER MUST BE FITTED AND INSTALLED PRIOR TO A CALL FOR THE FINAL INSPECTION. 3. 2016 BUILDING AND APPLIANCE EFFICIENCY REGULATIONS, 2016 BUILDING AND APPLIANCE EFFICIENCY REGULATIONS, SECTION 5.10.2 AND 2019 BUILDING ENERGY EFFICIENCY STANDARDS - MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT, SECTION 110.4 (b) 2.
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ALL TREE PROTECTION & INSPECTION SCHEDULE MEASURES, DESIGN RECOMMENDATIONS, WATERING & CONSTRUCTION SCHEDULING SHALL BE IMPLEMENTED IN FULL BY OWNER & CONTRACTOR, AS STATED IN THE ARBORIST REPORT ON SHEET TP-1 & THE APPROVED PLANS.
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BEFORE WORKING IN THIS AREA CONTACT THE TOWN ARBORIST _______________.
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UTILITY TRENCHING SHALL NOT OCCUR WITHIN THE TREE PROTECTION ZONE OF THE PROTECTED TREES. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NO TRENCHING OCCURS WITHIN THE TREE PROTECTION ZONE OF THE PROTECTED TREE BY CONTRACTORS, TOWN CREWS, OR FINAL LANDSCAPE WORKERS. SEE SHEET TP-1 FOR ARBORIST REPORT.
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PRIOR TO DEMOLITION, GRADING OR BUILDING PERMIT ISSUANCE, A WRITTEN VERIFICATION FROM THE CONTRACTOR THAT THE REQUIRED PROTECTIVE FENCING IS IN PLACE SHALL BE SUBMITTED TO THE BUILDING INSPECTIONS DIVISION. THE FENCING SHALL CONTAIN REQUIRED WARNING SIGN & REMAIN IN PLACE UNTIL FINAL INSPECTION.
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ANY APPROVED GRADING, DIGGING OR TRENCHING BENEATH A TREE CANOPY SHALL BE PERFORMED USING "AIR-SPADE" METHOS AS A PREFERENCE, WITH MANUAL HAND SHOVEL AS A BACKUP. FOR UTILITY TRENCHING, INCLUDING SEWER LINE, ROOTS EXPOSED WITH DIA. OF 1.5" & GREATER SHALL REMAIN INTACT & NOT BE DAMAGED.
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THE CONTRACTOR SHALL CALL FOR AN INSPECTION BY THE PROJECT ARBORIST. A FINAL INSPECTION & REPORT BY THE PROJECT ARBORIST SHALL EVALUATE ALL TREES TO BE RETAINED & PROTECTED. THE REPORT SHALL PROVIDE WRITTEN VERIFICATION TO THE PLANNING DEPT. THAT ALL TREES, SHRUBS, PLANTING & IRRIGATION ARE INSTALLED & FUNCTIONING AS SPECIFIED IN THE APPROVED PLANS. THE FINAL ARBORIST REPORT SHALL BE PROVIDED TO THE PLANNING DEPT. PRIOR TO WRITTEN REQUEST FOR TEMPORARY OR FINAL OCCUPANCY.
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PER MUNICIPAL CODE SECTION 7.38.090, THE POOL DISCHARGE SHALL NOT BE CONNECTED DIRECTLY TO THE SANITARY SEWER SYSTEM OR TO THE STORM DRAIN SYSTEM. WHEN DRAINING IS NECESSARY. A HOSE OR OTHER TEMPORARY SYSTEM SHALL BE DIRECTED TO A SANITARY SEWER CLEANOUT. A SEWER CLEANOUT SHALL BE INSTALLED IN A READILY ACCESSIBLE AREA.
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PER CPC 603.5.21 SWIMMING POOLS AND SPAS SHALL BE PROTECTED BY AIR GAP OR A PRESSURE PRINCIPLE BACKFLOW PREVENTER WHERE THE UNIT IS EQUIPPED WITH A SUBMERGED FILL LINE ANT THE POTABLE WATER SUPPLY DIRECTLY CONNECTED TO THE UNIT SYSTEM.
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ALL BARRIER FENCES ARE TO BE A MINIMUM OF 60" IN HEIGHT AND ALL BARRIER GATES ARE TO OPEN AWAY FROM POOL. GATE LATCHES ARE TO BE 60" ABOVE GRADE. GATES OPENING INTO POOL ARE MUST BE MADE SELF-CLOSING AND SELF-LATCHING. DOORS AFFORDING DIRECT ACCESS TO THE POOL AREA TO BE ALARMED.
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ALL PUMPS WILL BE ENCLOSED IN SOUND REDUCTION ENCLOSURES OR IN SHED ENCLOSURE AS NEEDED TO ASSURE COMPLIANCE WITH CITY CODE. IF DISTANCE IS NOT ENOUGH TO MEET CODE PER CHARTS ATTACHE.
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DECIBELS INFORMATION ON ALL PUMPS FROM MANUFACTURE WILL BE ATTACHED FOR PERMIT PURPOSE
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IF REQUIRED A LETTER FROM A LICENSED LAND SURVEYOR WHICH VERIFIES THAT THE STRUCTURE IS LOCATED AS APPROVED ON THE PLANS FOR SETBACKS WILL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO POURING ANY CONCRETE TO BE OBTAINED BY PROPERTY OWNER.
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REQUIRED SPECIAL INSPECTIONS: GEOTECHNICAL OBSERVATION OF THE SOILS AND SUBSURFACE PREPARATION.
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MINIMUM SOIL BEARING PRESSURE OF 1500 psf.
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PRIOR TO POURING ANY CONCRETE A LETTER WILL BE SUBMITTED TO THE BUILDING DEPARTMENT WHICH STATES THAT THE POOL AND POOL EQUIPMENT PAD ARE LOCATED, RELATIVE TO SETBACKS, AS SHOWN ON THE APPROVED PLANS.
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POOL'S INC. AUTOMATIC POOL COVER T4 SYSTEM MEETS OR EXCEEDS ASTM-F1346-19 MINIMUM STANDARD OF 485 LBS PER 3' RADIUS.
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2) THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES.
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1)THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 2" TO 3" STONE.
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3) THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.
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4) THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50'.
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5) THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION HAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANUP OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.
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6) WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
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5) DURING THE RAINY SEASON, ALL PAVED AREAS WILL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE WILL BE MAINTAINED SO THAT NO SEDIMENT-LADEN RUNOFF ENTERS THE STORM DRAINAGE SYSTEM.
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1) THE INTENT OF THE EROSION CONTROL PLAN IS TO MINIMIZE ANY WATER QUALITY IMPACTS IN THE FORM OF SEDIMENT POLLUTION TO MAIN CREEK & TRIBUTARIES.
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3) WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH THE USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.
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2) A CONSTRUCTION ENTRANCE WILL BE INSTALLED PRIOR TO GRADING. LOCATION OF THE ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE CONSTRUCTION ENTRANCE. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR OF ANY MEASURES USED TO CONTAIN SEDIMENTS.
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4) THE EROSION AND SEDIMENT CONTROL MEASURES WILL BE OPERABLE ALL YEAR LONG, UNTIL GRADING AND INSTALLATION OF STORM DRAINAGE AND PERMANENT EROSION AND SEDIMENT CONTROL FACILITIES ARE COMPLETED.
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6) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE EROSION AND SEDIMENT CONTROL FIELD MANUAL OF THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD.
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7) INSTALL TEMPORARY EROSION CONTROL OVER DISTURBED AREAS UTILIZING STRAW MULCH.
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8) PERMANENT EROSION CONTROL IS ACCOMPLISHED WITH FINAL LANDSCAPING. THIS INCLUDES LAWN AREAS AND OTHER GROUND COVER AREAS. GROUND COVER AREAS TO BE PLANTED WITH 1 GALLON TO 15 GALLON INDIVIDUAL PLANTS INTEGRATED WITH FIR BARK MULCH.
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THIS DRAIN COLLECTS RAINWATER AND WILL TERMINATE AT THE STORM DRAIN SYSTEM, PER PUBLIC WORKS DEPARTMENT DIRECTION AND APPROVAL.
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REVISE PER CITY COMMENTS 04-05-21 FILE #SD21-0031
Scale 1" = 20'-0"
Site
Pla
n
2 of 5
PROJECT
SCALE
DRAWN BY
DATE
Scale: 1" = 20'Site Plan
AD
AM
SP
OO
LS
OLU
TIO
NS
The
Sha
rma
Res
iden
ce27
644
NA
TO
MA
RD
. LO
S A
LTO
S H
ILLS
, CA
940
22
2
LUIS LOPES
ADAM
S POOL SOLUT IONS
DR
AF T I NG D E P A R T M
EN
T
BY: LUIS LOPES
SIGNATURE
PLAN PREPARED
DWG BY: LUIS LOPES
No. C53-726779
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EM
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HTR
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06-24-20
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1"=20'-0"
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SCALE 1"=20'-0"
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L. LOPES
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SHARMA
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POOL ENGINEER, INC
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RON LACHER, R.C.E.
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1201 N. TUSTIN AVE.
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ANAHEIM, CA 92807
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FAX: (714) 630-6114
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PHONE: (714) 630-6100
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DRAWINGS PREPARED BY
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JEFF CALL ROYAL POOLS
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2258 CAMDEN AVE
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SAN JOSE, CA 95124
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PHONE: 408-370-8000
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FAX: 408-377-3341
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EMAIL: [email protected]
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Phone 925-828-3100
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Ca Licence No. C53-726779
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PLEASANTON, CA 94588
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3675 OLD SANTA RITA RD.
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adamspools.com
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CIVIL ENG # 67656
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CIVIL ENGINEER
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APN# 182-11-050
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REVISION:
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(04-05-2021)
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4
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TREE PROTECTIVE FENCING TO REMAIN IN PLACE UNTIL POOL CONSTRUCTION IS COMPLETE
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ACCESS GATES MUST OPEN AWAY FROM POOL AND IS SELF-CLOSING W/ SELF-LATCHING DEVISE
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INDEX OF DRAWINGS
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SHEET 2 SITE PLAN
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SHEET 3 CONSTRUCTION PLAN
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SHEET 4 POOL & SPA DETAILS
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SHEET 1 CODE COMPLIANCE
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SHEET 5 STRUCTURAL PLAN (100)
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1. EROSION CONTROL MEASURES SHALL CONFORM TO ABAG STANDARDS AND EROSION CONTROL MEASURES SHALL CONFORM TO ABAG STANDARDS AND APPROVAL OF THE TOWN'S ENGINEERING DEPARTMENT. 2. ALL MATERIALS NECESSARY FOR THE APPROVAL EROSION CONTROL ALL MATERIALS NECESSARY FOR THE APPROVAL EROSION CONTROL MEASURES SHALL BE ON SITE BY SEPTEMBER 15TH AND IN PLACE BY OCTOBER 1ST. 3. EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE RAINY SEASON, OR FROM OCTOBER 1ST THOUGH APRIL 30TH, WHICHEVER IS LONGER. 4. IN THE EVENT OF RAIN, ALL GRADING WORK IS TO CEASE IMMEDIATELY AND IN THE EVENT OF RAIN, ALL GRADING WORK IS TO CEASE IMMEDIATELY AND THE SITE IS TO BE SEALED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL MEASURES AND APPROVED EROSION CONTROL PLAN.
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5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND REPAIRING EROSION CONTROL SYSTEM AFTER EACH STORM. 6. PROJECTS MUST HAVE ALL CUT AND FILL SLOPES PROTECTED BY AND DISTURBED AREAS BY ONE OF THE FOLLOWING MEASURES OR THE COMBINATION OF THEM: TEMPORARY SEEDING AND MULCHING, PERMANENT SEEDING AND MULCHING, HYDROMULCHING-HYDROSEEDING, EROSION CONTROL BLANKETS/GEOTEXTILES, AND FIBER ROLLS. 7. ANY AREAS OF DISTURBED SOIL SHALL BE SEEDED OR REPLANTED TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO OCTOBER 1ST, OR FINAL INSPECTION, WHICHEVER IS SOONER. 8. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY THE TOWN'S ENGINEER DEPARTMENT OR BUILDING OFFICIALS. 9. PROJECTS SHALL PREVENT ANY ACCUMULATION OR DEPOSITE OF DIRT, MUD, SAND, ROCKS, GRAVEL OR DEBRIS ON THE SURFACE OF ANY STREET, ALLEY OR PUBLIC PLACE OR IN ANY STORM DRAIN SYSTEM.
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SOIL EROSION AND SEDIMENT CONTROL PLAN
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26"OAK
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7"REDWOOD
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6"OAK
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22"PINE
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12"OAK
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4"5"PLUM
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4"5"SAMBUCUS
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M-PLUM
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27"PINE
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46"PINE
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M-PLUM
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M-PLUM
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5"6"PLUM
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5"6"PLUM
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6"REDWOOD
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14"20"OAK
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9"14"20"OAK
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M-ARBUTUS
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4"5"6"J.MAPLE
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M-ARBUTUS
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M-PITO
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3"6"PITO
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M-PITO
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4"6"TREE
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M-TREE
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M-TREE
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M-TREE
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23"OAK
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M-PITO
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48"OAK
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9"JUNIPER
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10"11"12"OLIVE
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30"EUCALYPTUS
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15"REDWOOD
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6"REDWOOD
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M-J.MAPLE
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M-J.MAPLE
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6"PISTACHE
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12"PLUM
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3"5"LOCUST
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30"OAK
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10"REDWOOD
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14"REDWOOD
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6"OAK
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10"OAK
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7"OAK
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M-PITO
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9"10"10"
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OAK
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13"19"30"OAK
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12"OAK
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6"OAK
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6"OAK
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7"OAK
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10"10"OAK
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35"PALM
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21"OAK
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9"OAK
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7"OAK
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12"CEDAR
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14"CEDAR
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12"CEDAR
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27"CEDAR
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14"CEDAR
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6"OAK
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18"CEDAR
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30"CEDAR
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M-PLUM
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10"PLUM(DEAD)
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5"6"11"PLUM
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5"OAK
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M-TREE
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8"OAK
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36"CLUMP
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48"STUMP
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17"OAK
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M-PLUM
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9"PLUM
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60"CLUMP
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6"PLUM
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M-PLUM
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5"BIRCH
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7"BIRCH
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9"BIRCH
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4"BIRCH
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7"BIRCH
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3"4"4" J.MAPLE
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10"B
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(E)GARAGEGARAGE
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A/C
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A/C
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A/C
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4' WOOD RAIL FENCE
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4' CHAIN LINK FENCE
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4' WOOD FENCE
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ASPHALT DRIVEWAY
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ASPHALT DRIVEWAY
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BRICK
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GARAGE
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DECK
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BRICK
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BRICK
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DECK
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LAWN
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BRICK
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FENCE CHANGE
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NATOMA
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BLACK
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MOUNTAIN
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NATOMA
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MELODY
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LA
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VIDA
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SITE
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NATOMA ROAD
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PROPERTY LINE N86°09'34"W 106.00'
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PROPERTY LINE N62°09'34"W 140.00'
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PROPERTY LINE N22°37'00"E 88.00'
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PROPERTY LINE N03°50'26"E 31.21'
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PROPERTY LINE N10°48'26"E 196.00'
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PROPERTY LINE N85°40'00"W 140.00'
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LOT 12 162 MAPS 22 44,191 SQ.FT. 1.01 ACRES
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FOUND 3/4" IRON PIPE OPEN
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VICINITY MAP
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NO SCALE
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BFP
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AD
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540
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541
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542
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543
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544
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545
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545
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545
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545
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546
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546
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547
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547
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548
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549
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549
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551
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551
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550
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550
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550
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550
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550
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552
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547
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546
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547
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548
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549
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548
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549
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549
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3'6" WATER
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4'6" WATER
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6' WATER
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P/S
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GUNITE COVER VAULT
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TILE
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(E)BARNBARN
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(E)RESIDENCERESIDENCE
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(E) MAIN ELECTRICAL PANEL
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(E) GAS METER
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FENCE CHANGE
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6'-0" WOOD FENCE
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6'-0" WOOD FENCE
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6'-0" WOOD FENCE
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6'-0" WOOD FENCE
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SEPTIC LEACHFIELD
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SEPTIC TANK
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PROPOSED POOL & SPA
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AUTO COVER SWITCH LOCATION (NOT CONFIRMED)
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GATE
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POOL EQUIPMENT PAD 5'-0" X 10'-0"
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GATE
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6'-0" WOOD FENCE
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PROPERTY LINE N49°42'07"E 124.50'
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(04-05-2021)
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2
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REVISE PER CITY COMMENTS
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04-05-21 FILE #SD21-0031
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CONCRETE
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DECK
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(04-05-2021)
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3
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(04-05-2021)
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3
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NO TREES BEING REMOVED FOR POOL CONSTRUCTION
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(04-05-2021)
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3
ADAMSPOOL
SOLUTIONS
POOL SPECIFICATIONS
OWNER
REVISION:
INDEX OF PLAN SHEETS
INSURANCE
EQUIPMENT
3
5
LUIS LOPES
ADAM
S POOL SOLUT IONS
DR
AF T I NG D E P A R T M
EN
T
BY: LUIS LOPES
SIGNATURE
PLAN PREPARED
DWG BY: LUIS LOPES
No. C53-726779
Scale: 1/8" = 1'Construction Plan
Scope Of Work:
ADDRESS
OWNER
CITY
PHONE
MAILING ADDRESS:
GATE CODE
APN#
DEPTH
POOL SIZE VOL.(GAL)
PERIMETER
POOL SPA SPA SIZE
SOILS REPORT
TO
TOTAL
SPECIAL ENG.
ELEV.
TO
PCF
RAMP
UNDERDRAIN
MISC.
FILTER
PUMP
HEATER
CLEANER
AUTO CONTROL
SOLAR
SPA LIGHT
POOL LIGHT
Scale 1/8" = 1'-0"
2
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Phone 925-828-3100
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Ca Licence No. C53-726779
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PLEASANTON, CA 94588
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3675 OLD SANTA RITA RD.
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adamspools.com
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DATE: 06-24-20
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SALES PERSON:
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DWG BY: L. LUIS
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CYPRESS INSURANCE COMPANY
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Carl Canaparo (925)952-8680 EAWC011353
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SCALE:
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1/8" = 1'
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EXP: 5-1-2020
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OF
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SHEET
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CORBY GOULD
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BUILDING INGROUND POOL & SPA
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WITH AUTOMATIC SAFETY COVER
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SHEET 2 SITE PLAN
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SHEET 4 POOL & SPA DETAILS
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SHEET 3 CONSTRUCTION PLAN
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SHEET 1 CODE COMPLIANCE
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SHEET 5 STRUCTURAL PLAN 100
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SHARMA, VIVEK
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27644 NATOMA ROAD
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LOS ALTOS HILLS, CA 94022
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X
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NONE
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SAME
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182-11-050
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PROPERTY LINE N49°42'07"E 124.50'
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140'
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20'-0" X 50'-0"
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8'-0" X 11'-0"
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990
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900
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88
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34,150
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x
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POOL ENG 100
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ATLAS GEO. CONS. INC
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3'-6"
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6'-0"
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4'-6"
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65
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SHALLOW END
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x
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OMNI LOGIC W/APP
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525 SQ FT HAYWARD CART.
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VARIABLE SPEED TRISTAR
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400k BTU HAYWARD
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POLARIS 280 W/PUMP
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NONE
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5 HAYWARD ACCENT COLOR
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1 HAYWARD ACCENT COLOR
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EM
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HTR
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APPROVED MANUAL SHUT OFF VALVE
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15"REDWOOD
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12"PLUM
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3"5"LOCUST
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10"REDWOOD
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14"REDWOOD
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5"6"11"PLUM
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5"OAK
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M-TREE
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8"OAK
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36"CLUMP
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5"BIRCH
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7"BIRCH
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9"BIRCH
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4"BIRCH
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7"BIRCH
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3"4"4" J.MAPLE
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A/C
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ASPHALT DRIVEWAY
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DECK
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BRICK
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DECK
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LAWN
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BRICK
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BFP
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AD
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3'6" WATER
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4'6" WATER
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6' WATER
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P/S
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GUNITE COVER VAULT
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TILE
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(E)BARNBARN
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(E)RESIDENCERESIDENCE
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PROPOSED POOL & SPA
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AUTO COVER SWITCH LOCATION (NOT CONFIRMED)
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(N) ELEC PANEL ELEC PANEL & GFIGFI
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30"OAK
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STUB DRAIN LINE BY ADAMS ONLY CONNECTION TO DRAINAGE SYSTEM BY OTHERS
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MOTOR SIDE
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POOL EQUIPMENT PAD 5'-0" X 10'-0"
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PROPERTY LINE N22°37'00"E 88.00'
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CENTER OF POOL
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CENTER OF POOL
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REVISE PER CITY COMMENTS 04-05-21 FILE #SD21-0031
ADAMSPOOL
SOLUTIONS
POOL SPECIFICATIONS
OWNER
CROSS STREET
REVISION:
INDEX OF PLAN SHEETS
INSURANCE
LUIS LOPES
ADAM
S POOL SOLUT IONS
DR
AF T I NG D E P A R T M
EN
T
BY: LUIS LOPES
SIGNATURE
PLAN PREPARED
DWG BY: LUIS LOPES
No. C53-726779
PERMIT #
USA #
4
5
Scale: 1/4" = 1'Pool & Spa Details:
ADDRESS
OWNER
CITY
PHONE
MAILING ADDRESS:
GATE CODE
APN#
DEPTH
POOL SIZE VOL.(GAL)
PERIMETER
POOL SPA SPA SIZE
SOILS REPORT
TO
TOTAL
SPECIAL ENG.
ELEV.
TO
PCF
RAMP
UNDERDRAIN
MISC.
B
14"
6"
12"
6"
12"
24"6"
12"
Tile12"
14"
12"
6"
6"14"
A
2
A
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Phone 925-828-3100
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Ca Licence No. C53-726779
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PLEASANTON, CA 94588
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3675 OLD SANTA RITA RD.
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adamspools.com
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BLACK MOUNTAIN RD.
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DATE:06-24-20
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SALES PERSON:
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DWG BY: L. LUIS
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CYPRESS INSURANCE COMPANY
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Carl Canaparo (925)952-8680 EAWC011353
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EXP: 5-1-2020
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CORBY GOULD
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SUPERINTENDENT:
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PETER CREVELLI
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X
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X
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OF
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SHEET
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SHEET 2 SITE PLAN
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SHEET 4 POOL & SPA DETAILS
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SHEET 3 CONSTRUCTION PLAN
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SHEET 1 CODE COMPLIANCE
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SHEET 5 STRUCTURAL PLAN 100
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SHARMA, VIVEK
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27644 NATOMA ROAD
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LOS ALTOS HILLS, CA 94022
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X
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NONE
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SAME
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182-11-050
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140'
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20'-0" X 50'-0"
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8'-0" X 11'-0"
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990
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900
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88
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34,150
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x
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POOL ENG 100
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ATLAS GEO. CONS. INC
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3'-6"
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6'-0"
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4'-6"
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65
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SHALLOW END
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x
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COVER BEAM DETAIL
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N.T.S.
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CONVENTIONAL DRIVE AUTO COVER DETAIL
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N.T.S.
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(ZODIAC #T4 )
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COPING
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INSET TRACK
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LEADING EDGE BAR
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14"
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6"
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12"
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2"
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2"
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BRACKET
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14" COPING
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COVER
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ALL DEPTHS ARE WATER DEPTH (ADD 3" TO BEAM)
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DEPTH PROFILE
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A MINIMUM 12" SQUARE SUBDRAINAGE TRENCH LINED WITH MIRAFI 140N FILTER FABRIC CONTAINING A 4" DIAMETER PERFORATED SDR 35 PVC PIPE PERFORATED PIPE) HOLES ORIENTED DOWN) SHOULD BE EXCAVATED ACROSS THE DEEP END OF POOL TO COMMUNICATED WITH A VERTICAL-ORIENTED SOLID, MINIMUM 12" DIAMETER SDR 35 PVC PIPE (HYDROTOWER) THAT EXTENDS AT LEAST 1 FOOT BELOW THE SUBDRAIN PIPE INVERT. WRAP THE FILTER FABRIC LINING OVER THE PERFORATED PIPE AND PLACE AT LEAST 6" OF CRUSHED ONTO THE FLOOR OF THE POOL EXCAVATION. THE HYDROTOWER SHOULD BE FITTED WITH EITHER A PORTABLE OR HARD-WIRED SUMP SUBMERSIBLE PUMP (MIN. 3.4 HP) TO PUMP WATER TO AN APPROVED, EROSION PROTECTED LOCATION AT LEAST 10 FEET FROM ANY BUILDING FOUNDATION AND OR HARDSCAPE SURFACE.
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COPING
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REVISE PER CITY COMMENTS 04-05-21 FILE #SD21-0031
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3'6" WATER
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4'6" WATER
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6' WATER
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P/S
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3' MIN
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STEP
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3' MIN
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GUNITE COVER VAULT
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TILE
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STEP 12"
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STEP 18"
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STEP 12"
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PROPOSED POOL & SPA
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MOTOR SIDE
REQUIRED DRAINAGE INSPECTIONSTHE TOWN OF LOS ALTOS HILLS REQUIRES LEA & BRAZEENGINEERING, INC. TO INSPECT ALL STORM DRAINAGE AS ITIS INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONTACT LEA & BRAZE ENGINEERING, INC. PRIOR TO STARTOF CONSTRUCTION TO SET UP A PRE-CONSTRUCTIONMEETING, AND TO CALL AT LEAST 48 HOURS IN ADVANCE OFANY INSPECTIONS. PIPES ARE TO REMAIN UNCOVEREDUNTIL AN INSPECTION OCCURS.
POINT OF CONTACT:PETER CARLINOLEA & BRAZE ENGINEERING, INC.(510)887-4086 [email protected]
NOTE:FOR CONSTRUCTION STAKINGSCHEDULING OR QUOTATIONSPLEASE CONTACT ALEX ABAYAAT LEA & BRAZE ENGINEERING(510)887-4086 EXT [email protected]
NOTE:FOR CONSTRUCTION STAKINGSCHEDULING OR QUOTATIONSPLEASE CONTACT ALEX ABAYAAT LEA & BRAZE ENGINEERING(510)887-4086 EXT [email protected]
REQUIRED DRAINAGE INSPECTIONSTHE TOWN OF LOS ALTOS HILLS REQUIRES LEA & BRAZEENGINEERING, INC. TO INSPECT ALL STORM DRAINAGE AS ITIS INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONTACT LEA & BRAZE ENGINEERING, INC. PRIOR TO STARTOF CONSTRUCTION TO SET UP A PRE-CONSTRUCTIONMEETING, AND TO CALL AT LEAST 48 HOURS IN ADVANCE OFANY INSPECTIONS. PIPES ARE TO REMAIN UNCOVEREDUNTIL AN INSPECTION OCCURS.
POINT OF CONTACT:PETER CARLINOLEA & BRAZE ENGINEERING, INC.(510)887-4086 [email protected]
NOTE:FOR CONSTRUCTION STAKINGSCHEDULING OR QUOTATIONSPLEASE CONTACT ALEX ABAYAAT LEA & BRAZE ENGINEERING(510)887-4086 EXT [email protected]
REQUIRED DRAINAGE INSPECTIONSTHE TOWN OF LOS ALTOS HILLS REQUIRES LEA & BRAZEENGINEERING, INC. TO INSPECT ALL STORM DRAINAGE AS ITIS INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONTACT LEA & BRAZE ENGINEERING, INC. PRIOR TO STARTOF CONSTRUCTION TO SET UP A PRE-CONSTRUCTIONMEETING, AND TO CALL AT LEAST 48 HOURS IN ADVANCE OFANY INSPECTIONS. PIPES ARE TO REMAIN UNCOVEREDUNTIL AN INSPECTION OCCURS.
POINT OF CONTACT:PETER CARLINOLEA & BRAZE ENGINEERING, INC.(510)887-4086 [email protected]
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