Loading...
79941 I I I I I I I Ir-2 20' -0" NOTES ❑ 1 ASSUMED PROPERTY LINE FOR AREA INCREASE CALCULATIONS �2 SIDEYARD FOR AREA INCREASE F3 1 -HOUR EXTERIOR BEARING WALL SHEET GENERAL NOTES: 1. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. 2. YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED. DEFERRED SUBMITTAL: 1. ACCESS FLOOR SYSTEM 2. FIRE ALARM SYSTEM (SEE E63) SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL I 121 a AREA OF WORK, SEE SHEET AO FOR PROJECT SITE PLAN l << KEY SITE PLAN 04 DD PROJECT DATA OWNER: CITY OF ENCINITAS CONTACT: RICK KING (PROJECT MANAGER) RDK CONSULTING, INC PROJECT ADDRESS: 540 CORNISH DRIVE ENCINITAS, CALIFORNIA 92024 PROJECT DESCRIPTION: THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW SINGLE STORY 26,798 SF BRANCH LIBRARY WITH COMMUNITY FACILITIES AND RELATED SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE SITE IS THE LOCATION OF THE OLD ENCINITAS COMMUNITY LIBRARY AND WATER DEPARTMENT WHICH WAS DEMOLISHED UNDER A SEPARATE CONTRACT. CLEARING OF THE SITE WILL BE ACCOMPLISHED UNDER THIS CONTRACT. APN# 258- 09 -14, 15, 16, 17 LEGAL DESCRIPTION: ALL THAT PORTION OF EAST BLOCK 5 OF ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JUNE 16, 1883. ZONE: D -CC (CIVIC CENTER OF DOWNTOWN SPECIFIC PLAN) SETBACKS: FRONT: 20 FT INTERIOR SIDE: 0 FT STREET SIDE: 20 FT PARKING SPACES: REQUIRED: 87 PROVIDED: 87 STANDARD: 84 (15' -0" W/ T -0" OVERHANG x 8' -6" MIN) ACCESSIBLE: 3 SPECIAL INSPECTIONS: SEE SHEET S1.1 FOR SCHEDULE APPLICABLE CODES: 2001 CBC, TITLE 24 (WHICH ADOPTS THE FOLLOWING CODES) 1997 UNIFORM BUILDING CODE 2000 UNIFORM PLUMBING CODE 2000 UNIFORM MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE (NEC) 1997 UNIFORM FIRE CODE EXT BEARING WALLS: STRUCTURALFRAME: EXT NONBEARING WALLS: INT BEARING WALLS: PERMANENT PARTITIONS: SHAFT ENCLOSURES: FLOORS: ROOF /ROOFING: OPENINGS: BUILDING HEIGHT /STORIES: BUILDING AREA: SITE AREA: SITE COVERAGE: FAR: SITE GRADING: LANDSCAPE AREA: ALLOWABLE AREA ANALYSIS: LIBRARY AREA: 1 -HOUR <20', NR ELSEWHERE NON -RATED 1 -HOUR <20', NR ELSEWHERE NON -RATED NON -RATED 1 -HOUR RATED NON -RATED NON -RATED NP <5', PROTECT <10' 20' -1" / 1 STORY (NEW LIBRARY) 83,303 SF TOTAL (NEW LIBRARY 26,798 SF) 270,050 SF / 6.20 ACRES (AREA OF WORK: 89,323 SF / 2.05 ACRES) 30.85% / 83,303 SF (NEW LIBRARY 26,798 SF /.62 ACRES) .31 APPROXIMATELY 6,000 CUBIC YARD (EXPORT) 18,141 SF / 0.416 AC (AREA OF WORK) BUILDING AREA: OCCUPANCY: TYPE OF CONSTRUCTION: BASIC ALLOWABLE AREA: AREA INCREASE (SEPARATION 3 SIDES): AREA INCREASE (SPRINKLED): TOTAL ALLOWABLE AREA: COMMUNITY AREA: BUILDING AREA: OCCUPANCY: TYPE OF CONSTRUCTION: BASIC ALLOWABLE AREA: AREA INCREASE (SEPARATION 3 SIDES): AREA INCREASE (SPRINKLED): TOTAL ALLOWABLE AREA: 22,898 SF B V -N (SPRINKLED) 8,000 SF 2X ( >60 FEET) 3X 48,000 SF 3,273 SF A -3 V -N (SPRINKLED) 6,000 SF 2X ( >60 FEET) 3X 36,000 SF 0 2' 10' 20' 40' 80' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX inquides0oncinaarc.com NO. REVISION Q RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 -_ =i DATE: 07 -31 -2008 SCALE: 1 11= 40' -0" TITLE SHEET KEY SITE PLAN SHEET NO: TS2 Q I \j I J KEY SITE PLAN 04 DD PROJECT DATA OWNER: CITY OF ENCINITAS CONTACT: RICK KING (PROJECT MANAGER) RDK CONSULTING, INC PROJECT ADDRESS: 540 CORNISH DRIVE ENCINITAS, CALIFORNIA 92024 PROJECT DESCRIPTION: THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW SINGLE STORY 26,798 SF BRANCH LIBRARY WITH COMMUNITY FACILITIES AND RELATED SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE SITE IS THE LOCATION OF THE OLD ENCINITAS COMMUNITY LIBRARY AND WATER DEPARTMENT WHICH WAS DEMOLISHED UNDER A SEPARATE CONTRACT. CLEARING OF THE SITE WILL BE ACCOMPLISHED UNDER THIS CONTRACT. APN# 258- 09 -14, 15, 16, 17 LEGAL DESCRIPTION: ALL THAT PORTION OF EAST BLOCK 5 OF ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JUNE 16, 1883. ZONE: D -CC (CIVIC CENTER OF DOWNTOWN SPECIFIC PLAN) SETBACKS: FRONT: 20 FT INTERIOR SIDE: 0 FT STREET SIDE: 20 FT PARKING SPACES: REQUIRED: 87 PROVIDED: 87 STANDARD: 84 (15' -0" W/ T -0" OVERHANG x 8' -6" MIN) ACCESSIBLE: 3 SPECIAL INSPECTIONS: SEE SHEET S1.1 FOR SCHEDULE APPLICABLE CODES: 2001 CBC, TITLE 24 (WHICH ADOPTS THE FOLLOWING CODES) 1997 UNIFORM BUILDING CODE 2000 UNIFORM PLUMBING CODE 2000 UNIFORM MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE (NEC) 1997 UNIFORM FIRE CODE EXT BEARING WALLS: STRUCTURALFRAME: EXT NONBEARING WALLS: INT BEARING WALLS: PERMANENT PARTITIONS: SHAFT ENCLOSURES: FLOORS: ROOF /ROOFING: OPENINGS: BUILDING HEIGHT /STORIES: BUILDING AREA: SITE AREA: SITE COVERAGE: FAR: SITE GRADING: LANDSCAPE AREA: ALLOWABLE AREA ANALYSIS: LIBRARY AREA: 1 -HOUR <20', NR ELSEWHERE NON -RATED 1 -HOUR <20', NR ELSEWHERE NON -RATED NON -RATED 1 -HOUR RATED NON -RATED NON -RATED NP <5', PROTECT <10' 20' -1" / 1 STORY (NEW LIBRARY) 83,303 SF TOTAL (NEW LIBRARY 26,798 SF) 270,050 SF / 6.20 ACRES (AREA OF WORK: 89,323 SF / 2.05 ACRES) 30.85% / 83,303 SF (NEW LIBRARY 26,798 SF /.62 ACRES) .31 APPROXIMATELY 6,000 CUBIC YARD (EXPORT) 18,141 SF / 0.416 AC (AREA OF WORK) BUILDING AREA: OCCUPANCY: TYPE OF CONSTRUCTION: BASIC ALLOWABLE AREA: AREA INCREASE (SEPARATION 3 SIDES): AREA INCREASE (SPRINKLED): TOTAL ALLOWABLE AREA: COMMUNITY AREA: BUILDING AREA: OCCUPANCY: TYPE OF CONSTRUCTION: BASIC ALLOWABLE AREA: AREA INCREASE (SEPARATION 3 SIDES): AREA INCREASE (SPRINKLED): TOTAL ALLOWABLE AREA: 22,898 SF B V -N (SPRINKLED) 8,000 SF 2X ( >60 FEET) 3X 48,000 SF 3,273 SF A -3 V -N (SPRINKLED) 6,000 SF 2X ( >60 FEET) 3X 36,000 SF 0 2' 10' 20' 40' 80' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX inquides0oncinaarc.com NO. REVISION Q RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 -_ =i DATE: 07 -31 -2008 SCALE: 1 11= 40' -0" TITLE SHEET KEY SITE PLAN SHEET NO: TS2 Q FIRE PREVENTION NOTES EXITS 1. ALL EXIT DOORS SHALL BE EASILY OPENED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. OR SHALL HAVE A SIGN READING, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." MANUALLY OPERATED EDGE -OR SURFACE - MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED OT CLOSE OR RESTRAIN THE DOOR OTHER THAN BY OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED. WHERE EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE - MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2. ARRANGEMENT OF EXITS SHALL BE IN ACCORDANCE WITH 2001 C.B.C. SECTION 1004 3. DOORS SHALL HAVE CLOSING DEVICES IN ACCORDANCE WITH 2001 C.B.C. SECTION 713. BUILDINGS SHALL COMPLY WITH 1997 U.F.C. ARTICLE 81 FOR HIGH -PILED COMBUSTIBLE STOCK. 4. ILLUMINATION: SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED BY TWO ELECTRIC LAMPS OR SHALL BE OF AN APPROVED SELF - ILLUMINATED TYPE. 5. POWER SUPPLY: CURRENT SUPPLY TO ONE OF THE LAMPS FOR EXIT SIGNS SHALL BE PROVIDED BY THE PREMISES' WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERIES OR AN ON -SITE GENERATOR SET. 6. WHEN UNLOCKED. THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATIION OF ANY LATCHING DEVICE. 7. FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. FIRE PROTECTION EQUIPMENT 1. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO, AND APPROVED BY, FIRE PLAN CHECK BEFORE THIS EQUIPMENT IS INSTALLED. 2. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE IN ACCORDANCE WITH 1998 C.F.C. 1003 3. PLANS, SPECIFICATIONS AND CALCULATIONS SHALL BE CERTIFIED BY A LICENSED FIRE PROTECTION ENGINEER OR OTHER PERSON DEEMED COMPETENT, WITH A MINIMUM BY THE FIRE MARSHAL, AND SUBMITTED IN THE NAME OF A LICENSED SPRINKLER CONTRACTOR. 4. UNDERGROUND TEST - A PRESSURE TEST OF 200 PSI SHALL BE MAINTAINED FOR A PERIOD OF TWO HOURS. THE LINE SHALL THEN BE FLUSHED. BOTH THE TEST AND THE FLUSH SHALL BE WITNESSED BY A REPRESENTATIVE FROM THE FIRE PREVENTION BUREAU. NFPA 13. 5. LEGAL OWNER OF PROPERTY SHALL MAINTAIN SERVICE CONTRACTS FOR ALL FIRE PROTECTION AND LIFE SAFETY SYSTEMS. LEGAL OWNER SHALL SUPPLY THE ENCINITAS FIRE PREVENTION BUREAU WITH A COPY OF SAID CONTRACTS PRIOR TO BUILDING FINAL. C.F.0 902.4 /DEPARTMENT POLICY. 6. AUTOMATIC FIRE SPRINKLER SYSTEM - AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AS PER N.F.P.A. 13 OR 13D, WHICHEVER IS APPLICABLE, THE MOST SURRENT EDITION SHALL BE USED (WITH SOME EXCEPTIONS AS NOTED BELOW), AND THE ENCINITAS FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO INSTALLATION. SYSTEM DEMAND CURVE SHALL BE 10% BELOW WATER SUPPLY CURVE. A. SPRINKLER SYSTEM SHALL HAVE AN EASILY ACCESSIBLE INSPECTOR'S TEST VALVE RUN FROM THE HIGHEST AND MOST REMOTE POINT FROM THE SYSTEM RISE. A PROVISION TO CONTROL RUNOFF SHALL BE INCLUDED FOR THE INSPECTOR'S TEST VALVE AND SYSTEM DRAIN. B. TAMPER ALARMS SHALL BE REQUIRED ON ALL FIRE SERVICE VALVES. FLOW AND TAMPER ALARMS SHALL BE RUN OFF SITE TO A UL APPROVED CENTRAL MONITORING STATION. N FPA 71 C. A DURABLE FINISH SHALL PROTECT ALL EXPOSED PIPING AND VALVES. CALCULATIONS FOR FIRE SPRINKLER SYSTEM SHALL BE RUN TO THE POINT OF CONNECTION TO THE WATER DISTRICT MAIN INCLUDING CHECK VALVES AND DOUBLE 0, S, AND Y GATE VALVES. MISCELLANEOUS 1. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME- RETARDANT CONDITION. (CAL. CODE REGS., TIT. 19, SEC. 1.14, 3.08, 3.21, AND 1998 U.F.C. SEC 1103.3.3, SEC 2501.5, SEC 2501.6) 2. ADDRESS NUMBERS SHALL BE PROVIDED IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PERMANANT ADDRESS NUMBERS SHALL BE A MINIMUM OF 8 INCHES. (1998 C.F.C. 901.4.4). 3. THE CONSTRUCTION SHALL COMPLY WITH 1998 C.F.0 ARTICLE 87. 4. ALL AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE, STATION SERVICE. 2001 C.B.0 1003.3.1/ LOCAL AMENDMENT. 5. CONTRACTOR TO PROVIDE A KNOX BOX AT MAIN ENTRY, MOUNTED 6 TO 6.5 FEET ABOVE THE WALKING SURFACE AS REQUIRED BY 1997 U.F.C. SECTION 902.4. KEY FOR FIRE DEPARTMENT EMERGENCY ACCESS TO BE PLACED IN KNOX BOX. 6. THE CONTRACTOR SHALL PROVIDE A 4A20BC FIRE EXTINGUISHER IN EACH MECHANICAL, ELECTRICAL, AND EQUIPMENT ROOM (1998 C.F.C. 1002, UFC 10 -1). 7. PROVIDE A MINIMUM OF ONE 2A108C CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. (1998 C.F.C. 1002, UFC 10 -1). 8. ALL INTERIOR FINISHES MUST COMPLY WITH THE 2001 C.B.C. CAPTER 8. 9. PROVIDE H.C. SIGNAGE FOR THE FACILITY TO SATISFY REQUIREMENTS PER 2001 C.B.C. SECTION 1117B.5. 10. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 100 OR MORE (2001 C.B.C. 904.3.1, 1998 C.F.C. 1003.3.1) 11. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION (2001 C.B.C. 904.3.2, U.B.C. 9 -1) 12. FIRE - EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH 2001 C.B.C. 904 AND COMPLY WITH U.B.C. STANDARDS 9 -1 AND 9 -2. 13. ALL REQUIRED PERMITS MUST BE OBTAINED FROM FIRE PLAN CHECK BEFORE THE BUILDING IS OCCUPIED. 14. WHERE REQUIRED, THE CONTRACTOR SHALL PROVIDE FIRE HYDRANTS OF A TYPE, NUMBER, AND LOCATION SATISFACTORY TO THE ENCINITAS FIRE DEPARTMENT. A LETTER FROM THE WATER AGENCY SERVING THE AREA SHALL BE PROVIDED THAT STATES THE REQUIRED FLOW IS AVAILABLE. FIRE HYDRANTS SHALL BE OF A BRONZE TYPE. COMMERCIAL HYDRANTS SHALL HAVE (2) 4" OUTLETS AND (1) 2 -1/2" OUTLET. A TWO SIDED BLUE FIRE HYDRANT REFLECTIVE ROAD MARKER SHALL BE INSTALLED ON THE ROAD SURFACE TO INDICATE THE LOCATION OF THE FIRE HYDRANT(S) FOR APPROACHING FIRE APPARATUS. DISABLED ACCESS REGULATIONS AND SITE DEVELOPMENT NOTE: ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS "A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A SEVERE DISABILITY USING A WHEELCHAIR, AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES, AND THAT ALSO IS CONSISTENT WITH THE DEFINITION OF "PATH OF TRAVEL" IN SECTIONS 217 -P & 1102B, 2001 C.B.C. 1. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. (2001 C.B.C. 1127B.1) 2. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, AND ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. (2001 C.B.C. 1114B.1.2.) 3. PROVIDE & MAINTAIN AN UNOBSTRUCTED MINIMUM HEIGHT CLEARANCE OF 7 FEET ALONG THE MEANS OF EGRESS SYSTEM. (2001 C.B.C. 1003.2.4.) MET 5iir►[e 1. PROVIDE DISABLED PARKING SPACES AS REQUIRED BY TABLE 1113-6. (2001 C.B.C. 11296.1) 2. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO A PRIMARY ENTRANCE. (2001 C.B.C. 1129B.1) 3. WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVIDED, THEY SHALL BE OUTFITTED TO PROVIDE A 9 -FOOT (2743 MILLIMETER) LOADING AND UNLOADING ACCESS AISLE IN THE PASSENGER SIDE OF THE VEHICLE, FOR THE TYPICAL ACCESSIBLE PARKING STALL, AND 8 -FOOT (2438 MILLIMETER) LOADING AND UNLOADING ACCESS AISLE FOR THE VAN ACCESSIBLE STALL. (2001 C.B.C. 1129B.4.1 & 11298.4.2 & FIG. 11B-18 A THROUGH C) 4. WHERE MORE THAN ONE ACCESSIBLE PARKING SPACE IS PROVIDED, TWO SPACES CAN BE PROVIDED WITH A 9 -FOOT (2742 MILLIMETER) PARKING AREA ON EACH SIDE OF A 5 -FOOT (1525 MILLIMETER) LOADING AND UNLOADING ACCESS AISLE IN THE CENTER, FOR THE TYPICAL PARKING STALL, AND 8 -FOOT (2438 MILLIMETER) LOADING AND UNLOADING ACCESS AISLE FOR THE VAN ACCESSIBLE SPACE. (2001 C.B.C. 1129B.4.1 & 11298.4.2 & FIG. 11B -18A THROUGH C) 5. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 18 FEET. (2001 C.B.C. 1129B.4.1 & FIG. 11B -18A) 6. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 2% IN ANY DIRECTION. (2001 C.B.C. 1129B.4.4) 7. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. (2001 C.B.C. 1129B.4.3) 8. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. (2001 C.B.C. 1129B.4.3) 9. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE, WITH THE EXCEPTION OF A TRANSITION RAMP FROM A LOADING /UNLOADING AREA TO AN ADJACENT SIDEWALK. THE TRANSITION RAMP SHALL BE A MINIMUM OF 48 INCHES IN WIDTH, A MAXIMUM 60 INCHES IN LENGTH, WITH A MAXIMUM SLOPE OF 1:12. (2001 C.B.C. 11298.4.3 & FIG 11B-18A THROUGH C) 10. ACCESSIBLE PARKING SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND CARS OTHER THAN THEIR OWN. (2001 C.B.C. 1129B.4.3) 11. SIGN TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON A WALL AT THE INTERIOR AND OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. (2001 C.B.C. 11298.5) 12. AN ADDITIONAL SIGN SHALL BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF - STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND ACCESSIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES x 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING ." NOTE: BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. STAIRWAYS 1. HANDRAILS SHALL BE 34 INCHES TO 38 INCHES ABOVE THE NOSING OF THE TREADS. (2001 C.B.C. 1133.B.4.2.1 & FIG. 11 B -35) 2. HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES BEYOND THE TOP NOSING AND 12 INCHES PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING. (2001 C.B.C. 1133.8.4.2.2 & FIG. 11 B -35 & 11 B -37) 3. WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE MADE EITHER ROUNDED OR RETURNED SMOOTHLY TO THE FLOOR, WALL, OR POST. WHERE THE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. (2001 C.B.C. 1133.B.4.2.4 & FIG 11 B.37) 4. ENDS SHALL BE RETURNED TO TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. (2001 C.B.C. 1133.B.4.2.3) 5. HANDRAILS PROJECTING FROM A WALL SHALL HAVE SPACE OF 1 -1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES DEEP AND EXTENDS AT LEAST 18 INCHES ABOVE THE TIP OF THE RAIL. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (2001 C.B.C. 1133.B.4.2.5 & FIG 118-36) 6. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1 -1/4 INCHES NOR MORE THAN 1 -1/2 INCHES IN CROSS SECTIONAL NOMINAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. (2001 C.B.C. 1133.B.4.2.6.1) 7. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2 INCHES AND NO MORE THAN 4 INCHES WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1 INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. (2001 C.B.C. 1133B.4.4 & FIG. 11B-35) 8. WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER APPROACH AND ALL THE TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2 INCHES AND NO MORE THAN 4 INCHES WIDE AND PLACED PARALLEL AND NOT MORE THAN 1 INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. (2001 C.B.C. 1 1338.4.4 & FIG. 1113-35) 9. ALL TREAD SURFACES SHALL BE SLIP- RESISTANT. WEATHER EXPOSED STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. TREADS SHALL HAVE SMOOTH, ROUNDED, OR CHAMFERED, EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (FRONT EDGE). (2001 C.B.C. 1133B.4.5.1) 10. THE NOSING SHALL NOT PROJECT MORE THAN 1 -1/2 INCHES PAST THE FACE OF THE RISER BELOW. (2001 C.B.C. 1133B.4.5.2 & FIG. 1113-35) MISCELLANEOUS 1. GRADE LEVEL AREAS DESIGNATED AS EXIT DISCHARGE COMPONENTS FOR A BUILDING SHALL BE PERMANENTLY MAINTAINED. SUCH AREAS SHALL NOT BE DEVELOPED OR OTHERWISE ALTERED IN THEIR CAPACITY TO PROVIDE FOR CONTINUOUS, UNOBSTRUCTED, AND UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF SUCH AREAS ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE, AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING. 2. ALL STUDS, JOISTS AND TRACKS TO COMPLY WITH ICBO EVALUATION REPORT NO. 4784 -P. 3. PROVIDE MEANS OF EGRESS IDENTIFICATION USING EXIT SIGNS THAT ARE INTERNALLY OR EXTERNALLY ILLUMINATED ALONG THE PATH OF TRAVEL WITHIN THE MEANS OF EGRESS SYSTEM. THE EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH AND SHALL BE LOCATED TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AND SUCH THAT NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. 4. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL POWER, OR AN APPROVED SELF - LUMINOUS SYSTEM, THAT PROVIDES CONTINUOUS ILLUMINATION INDEPENDENT OF THE EXTERNAL POWER SOURCE TO ENSURE THAT THE EXIT SIGNS ARE ILLUMINATED AT ALL TIMES. 5. AN APPROVED SET OF PLANS (BUILDING, FIRE SPRINKLER, FIRE ALARM, ETC.) SHALL BE ON THE JOB SITE DURING CONSTRUCTION. NO INSPECTIONS WILL BE MADE WITHOUT COMPLIANCE WITH ABOVE. (2001 C.B.C. 106.4.2) 6. ELECTRICAL - ALL CIRCUIT BREAKERS SHALL BE LABELED TO CLEARLY INDICATE AREAS SERVED. THE MAIN ELECTRICAL SHUT -OFF SHALL VE IDENTIFIED WITH EITHER THE BUSINESS NAME OR THE BUSINESS ADDRESS. NEC ARTICLE 70. 7. NATURAL GAS - THE MAIN GAS SHUT -OFF TO THE BUILDING SHALL BE LABELED WITH EITHER THE BUSINESS NAME OR THE BUSINESS ADDRESS. PROTECTIVE STEEL POSTS FILLED WITH CONCRETE SHALL BE PLACED AROUND ALL METERS SUBJECT TO VEHICULAR TRAFFIC. C.F.C. 1106. 8. HOUSEKEEPING - GOOD HOUSEKEEPING SHALL BE MAINTAINED AT ALL TIMES. ACCUMULATION OF COMBUSTIBLE WASTE MATERIALS IN THE BUILDING SHALL NOT BE ALLOWED. C.F.0 902.4 /DEPARTMENT POLICY. MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX Inq uirles@ oncinaarc. corn The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. NO. REVISION DATE AQ RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: GENERAL NOTES SHEET NO: GN1 DISABLED PERSONS ACCESS NOTES DOORS & HARDWARE (2001 C.B.C. CHAPTER 10) 1. ALL PRIMARY ENTRANCES TO BUILDING SHALL BE MADE ACCESSIBLE TO THE DISABLED. SIGNS SHALL BE PROVIDED BY THE CONTRACTOR TO IDENTIFY HANDICAPPED ACCESSIBLE ENTRANCES PER C.B.C. LATEST EDITION. 2. EXIT DOORS SHALL BE EASILY OPENED FROM THE INSIDE WITHOUT THE USE OF A SPECIAL KEY, SPECIAL KNOWLEDGE OR EFFORT. HAND — ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING & LOCKING DOORS THAT ARE HAND — ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER —TYPE HARDWARE, BY PANIC BARS, PUSH —PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 3. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES. 4. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR THE PHYSICALLY DISABLED. 5. THRESHOLDS OF ACCESSIBLE ENTRIES SHALL NOT EXCEED 1/2 INCH IN HEIGHT. 6. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 44 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 7. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. 8. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 9. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 10. CONSTRUCTION: THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10— INCH —HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 11. WALKWAYS A. WALKWAYS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP — RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH WITH A STATIC COEFFICIENT OF FRICTION OF 0.6 OR GREATER. C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP — RESISTANT WITH A STATIC COEFFICIENT OF FRICTION OF 0.8 OR GREATER. D. WALKWAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATING SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FLOW. E. WHEN THE SLOPES IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS PER 2001 C.B.C. SECTION 1023.3 AND SECTION 1007.1a. F. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS OF CURB RAMPS. G. WALKS SHALL BE PROVIDED WITH LEVEL AREA NOT LESS THAN 60 INCHES X 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 60 INCHES X 78 INCHES WHEN THE DOOR SWINGS ONTO THE LANDING, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK PER 2001 C.B.C. SECTION 1120A.6.5. H. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. I. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT. J. THE UPPER APPROACH AND ALL TREADS OF EXTERIOR STAIRWAYS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. AT INTERIOR STAIRS, THE UPPER APPROACH AND LOWER TREAD SHALL BE MARKED AS STATES ABOVE. K. ALL ENTRANCES TO THE BUILDING SHALL BE ACCESSIBLE TO THE HANDICAPPED PER 2001 C.B.C. SECTION 11148.1.2 AND SECTION 11276.1. L. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMPS, OR ACCESSIBLE ROUTE, SHALL NOT EXCEED 1:20 WITHIN 4' OF THE TOP AND BOTTOM OF THE CURB RAMP. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 10 HORIZONTAL (2001 C.B.C. SEC. 1127B.5.3). M. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL (2001 SEC. 1127B.5.3). N. SURFACE SLOPES OF ACCESSIBLE SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1/4" PER FOOT IN ANY DIRECTION (2001 C.B.C. SEC. 1129B.4.2). 0. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (2001 C.B.C. SEC. 1117B.5.7). P. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, ETC. (2001 C.B.C. SEC. 1127B.1). Q. A MINIMUM OF 80" HEADROOM IS TO BE PROVIDED FROM ALL WALKWAY SURFACES TO OBSTRUCTIONS, PER 2001 C.B.C. SECTION 1120A.7.2. R. OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES (686 MM) AND 80 INCHES (2032 MM) ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES (102 MM) INTO WALKS, HALLS CORRIDORS, PASSAGEWAYS OR AISLES. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES (686 MILLIMETERS) ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12 INCHES (305 MM) MAXIMUM FROM 27 INCHES (686 MM) TO 80 INCHES (2032 MM) ABOVE THE GROUND OR FINISHED FLOOR. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUT OR MANEUVERING SPACE. 2001 C.B.C. SECTION 1121B.1 S. ALL PATHS OF TRAVEL WILL HAVE A MAXIMUM 5% SLOPE & 2% CROSS SLOPE, UNLESS IDENTIFIED AS A PEDESTRIAN RAMP. T. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 -1/2" BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 2001 C.B.C. 1133.4.2.5 WITH U. THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4" OR MORE THAN 1-1/2" IN CROSS SECTIONAL NOMINAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 2001 C.B.C. 1133B.4.2.6.1 NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE ENVELOPE MANDATORY MEASURES (TITLE 24, PART 6, CHAPTER 1) 1. INSTALLED INSULATION MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL PER SECTION 118 ENERGY EFFICIENCY STANDARDS. 2. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OF THE UBC. 3. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER— STRIPPED OR OTHEREWISE SEALED TO MEET THE CALIFORNIA QUALITY STANDARDS PER SECTION 116 ENERGY EFFICIANCY STANDARDS. 4. SITE CONSTRUCTED DOORS, WINDOWS, AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING, AND SHALL BE WEATHER— STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS) 5. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER PER SECTION 116(A)1 OF THE ENERGY EFFICIENCY STANDARDS. MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FOR U —VALUE ACCORDING TO NFRC PROCEDURES. 6. DEMISING WALL INSULATION (R -11) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS). FLOOR PLAN GENERAL NOTES 1. DIMENSIONS ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE: CONCRETE WALL: TO FACE OF WALL COLUMN: TO CENTERLINE STUD WALL: TO FACE OF STUD STOREFRONT: TO FACE OF FRAME OPENING: NOMINAL ROUGH OPENING 2. STUD WALLS THAT ALIGN WITH CONCRETE WALLS ARE DIMENSIONED TO FACE OF FINISHED WALL. 3. ALL CONCRETE IS TO BE INTEGRAL COLOR TO MATCH APPROVED SAMPLE ON COLOR / MATERIAL BOARD UNLESS NOTED OTHERWISE. THE COLOR IS BASED ON 'SOLOMON COLOR 238' AT 7.00 %. COORDINATE EXACT COLOR WITH ARCHITECT. 4. ALL RECESSED HOSE BOXES LOCATED IN CONCRETE WALLS TO HAVE SMOOTH CONCRETE BEHIND FLANGES PER DETAIL 8/A41 IN ORDER TO PROVIDE A NEAT AND FLUSH INSTALLATION. 5. ALL CONCRETE WALLS TO HAVE A FLAT SMOOTH AREA, WITHOUT FINS OR OTHER PROTRUSIONS, 1/4" LARGER THAN THE ITEM BEING INSTALLED. THIS INCLUDES ALL SURFACE — MOUNTED FIXTURES, ESCUTCHEON OR OTHER COVER PLATES, AND ANY ITEM THAT SURFACE MOUNTS TO CONCRETE WALLS THAT IS TO BE MOUNTED FLUSH WITH THE FACE OF CONCRETE. MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX InquirlesConcinaarc, corn NO. REVISION RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: GENERAL NOTES SHEET NO: GN2 Q A 1 ';I I I +I II i X11 I , ,i it II i ', II I I l i I of I— J o I i �I I I ' ' I w a 1 ll I I � � I II � II • W A C x 7 N 00'1427" E I 211.30' 125 vm z m W C Cn x _ � I I' ' I I. I I I,, f,,r ,LL -OOZ M "££, LZ. L0N _ _ _ _ _ _ _ _ _ L " ------------ ----; 69'£ iZ- M�'^ ;I%.WN-------- ..--- - .--- - i i - I- -I - �- �- L_ J L J I I I I I I I IiA — I I I I I I I I ,� I I I I I i I I 1 I 1J 6° II i 4 I N i 2 1 _ i r - - - -- O I s� 4 I� .I , a I D ,N 2 i 1 , I I �I � / ND � z 2 so i v � 00 rn /'LIJ I 1- - r , rn 1 J I/ I / �' /X m , 1 / 0'01 11 \\ ` /' 'I 1 / 1 I I (1 -- "-r_-1 III • �•�\ 3 /Im J Y z 00 / \ \ \ I It \ I it \` I \ ,I , 1 \ I \\ I \ U) I N I v N Cr -M Uft I Al 0 le 11 j D , I °m V U) �j vm / — 1 3 I h ,1 I O N 02"17'30" E I Cl - - _______ -- I ---- -_ -___ .__ -_ __._ , , D __._ _ ___ CORNISH rmnl V7- — ------- r------------ -i - - -� - -- 1=--I�� jiI --------------------- - ---�� ni DRIVE I III III it II I I / D N v T D NOTES 1❑ EXISTING LIBRARY BUILDING +5' -0" TO BE DEMOLISHED F2 EXISTING WATER DISTRICT BUILDING +5' -0" TO BE DEMOLISHED E3 LIMIT OF WORK F4 EXISTING SHED TO BE REMOVED IF IN PLACE AT START OF CONTRACT 1 EXISTING TRANSFORMER TO BE REMOVED BY SDG &E. COORDINATE SCHEDULING OF ACTIVITIES. SHEET GENERAL NOTES: 1. THE CONTRACTOR SHALL WALK THE SITE TO DETERMINE THE COMPLETE EXTENT OF DEMOLITION WORK PRIOR TO SUBMITTING A BID, BID SUBMISSION IS CERTIFICATION THAT THE CONTRACTOR UNDERSTANDS THE SCOPE OF THE WORK. 2. ALL UTILITY SERVICES SHALL BE DISCONNECTED AND SERVICE TERMINATED PRIOR TO START OF DEMOLITION WORK: ELECTRICAL, TELEPHONE, DATA, WATER, GAS, SANITARY SEWER AND STORM SEWER. 3. CONTRACTOR TO REMOVE ALL BUILDING COMPONENTS WITHIN LIMIT OF WORK WHICH INCLUDES, BUT IS NOT LIMITED TO: STRUCTURE, FOUNDATION, UTILITIES, EQUIPMENT, PAVING AND LANDSCAPING. BUILDING DEMOLITION PLAN O SCALE: 1"=20'-O" 0116 10' 20' 40' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 Lo Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX I nq u i rles0 oncl naa rc.com NO. REVISION A RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: 1 11= 20' -0" BUILDING DEMOLITION PLAN SHEET NO: Q a �1t I�------------------------------------------- - - - - -- z, OD wl I o 0 /� —� \\ / CFn I 1 rn rn z Cn \ N � I I' ' I I. I I I,, f,,r ,LL -OOZ M "££, LZ. L0N _ _ _ _ _ _ _ _ _ L " ------------ ----; 69'£ iZ- M�'^ ;I%.WN-------- ..--- - .--- - i i - I- -I - �- �- L_ J L J I I I I I I I IiA — I I I I I I I I ,� I I I I I i I I 1 I 1J 6° II i 4 I N i 2 1 _ i r - - - -- O I s� 4 I� .I , a I D ,N 2 i 1 , I I �I � / ND � z 2 so i v � 00 rn /'LIJ I 1- - r , rn 1 J I/ I / �' /X m , 1 / 0'01 11 \\ ` /' 'I 1 / 1 I I (1 -- "-r_-1 III • �•�\ 3 /Im J Y z 00 / \ \ \ I It \ I it \` I \ ,I , 1 \ I \\ I \ U) I N I v N Cr -M Uft I Al 0 le 11 j D , I °m V U) �j vm / — 1 3 I h ,1 I O N 02"17'30" E I Cl - - _______ -- I ---- -_ -___ .__ -_ __._ , , D __._ _ ___ CORNISH rmnl V7- — ------- r------------ -i - - -� - -- 1=--I�� jiI --------------------- - ---�� ni DRIVE I III III it II I I / D N v T D NOTES 1❑ EXISTING LIBRARY BUILDING +5' -0" TO BE DEMOLISHED F2 EXISTING WATER DISTRICT BUILDING +5' -0" TO BE DEMOLISHED E3 LIMIT OF WORK F4 EXISTING SHED TO BE REMOVED IF IN PLACE AT START OF CONTRACT 1 EXISTING TRANSFORMER TO BE REMOVED BY SDG &E. COORDINATE SCHEDULING OF ACTIVITIES. SHEET GENERAL NOTES: 1. THE CONTRACTOR SHALL WALK THE SITE TO DETERMINE THE COMPLETE EXTENT OF DEMOLITION WORK PRIOR TO SUBMITTING A BID, BID SUBMISSION IS CERTIFICATION THAT THE CONTRACTOR UNDERSTANDS THE SCOPE OF THE WORK. 2. ALL UTILITY SERVICES SHALL BE DISCONNECTED AND SERVICE TERMINATED PRIOR TO START OF DEMOLITION WORK: ELECTRICAL, TELEPHONE, DATA, WATER, GAS, SANITARY SEWER AND STORM SEWER. 3. CONTRACTOR TO REMOVE ALL BUILDING COMPONENTS WITHIN LIMIT OF WORK WHICH INCLUDES, BUT IS NOT LIMITED TO: STRUCTURE, FOUNDATION, UTILITIES, EQUIPMENT, PAVING AND LANDSCAPING. BUILDING DEMOLITION PLAN O SCALE: 1"=20'-O" 0116 10' 20' 40' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 Lo Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX I nq u i rles0 oncl naa rc.com NO. REVISION A RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: 1 11= 20' -0" BUILDING DEMOLITION PLAN SHEET NO: Q a o 0 M z m m A C x i N 00'14'27" E `I 1 211.30' v M z W m c N x 1 I- - - - - -- ----------------------------------------- \I 0 _\ 1 1 3 \I \\ 0 � A I `\ °m ♦ I / /i/ \ m / \ m U / / I Ti I I I�, i ,LL'OOZ M.££, 6ZA0N — — — — — — _ — — J L J ° x — — — w l \�- = —1 12 12 1 1 1 1 1 1 1 I R1 I CA I i L - i I 1 I D : 5 _ _ I CFn� I I I L - - - - -- • I / • 15 I/ /r 00 _ - U) CO n`'. 1� \\ \ U) 'I _ \\ _ - - - -- - -� N �� • 12 I I /� N _,� u+ / I / U 1 A ,,.., �, / - I ►- I I '�' % I I / m �-tr'I i rn ���� / I li/ w ``� �' 8 L 11J A \ \ / I 1 / / I \ -I • I / D °� II \ / /�I 10 1 1 1 \ it I • I I // �rn U) 0 x `1 \ 5 \ \ \ / I 0 � I vvv v / 4 /il I I z 0 1 II 5 �v N I\ 'r I �/ i of_ II jl \\ D I t m ° I I I I I I I I I I I I I I I I I tzi> I I I i I I I I I j I I I I I 1 I r., I l o I I I i I I 14 I 1 6 I I I 1 '- m to I I I I1(r" 3 o - I " I p - - -- - - - I _- _- _- �-_- - - - _ --- — - I - - _- I I = - =-- - I _ - - I- _ - - - - I = -=- --1 I -- - I I I I 10 �\ m 3 _// - /ter 190.16'1 1 I 1 l' - -- — 1=3 F 3__ l —_—_ I T— I —T -7 1 - -I - -� -- - -I - -� —� / — — — — — � 00 N 02'17'30" E I y - z I f f5 V -7 — °_�� __.1___— _..a______ _ i I i I I I I I D N CORNISH DRIVE D to T NOTES LIMIT OF DEMOLITION El EXISTING BOLLARD TO BE REMOVED, TYP F3 EXISTING TREES TO BE REMOVED, TYP F4 EXISTING PAVING, TO BE REMOVED, TYP E5 EXISTING PARKING LOT, TO BE REMOVED, TYP. ❑6 EXISTING FENCE, TO BE REMOVED, TYP. � 7 EXISTING UTILITY BOXES NO LONGER USED BY SDG &E, TO BE REMOVED ❑8 EXISTING POWER /PHONE POLE, CONTRACTOR TO COORDINATE REMOVAL BY SDG &E, TYP. E9 EXISTING RETAINING WALL TO REMAIN, PROTECT IN PLACE El EXISTING LIGHT POLE TO BE REMOVED, TYP. El EXISTING TRANSFORMER TO BE REMOVED, BY SDG &E El EXISTING SLAB TO BE REMOVED IF IN PLACE AT START OF CONSTRUCTION, TYP. El EXISTING LANDSCAPING TO BE REMOVED, PROTECT SLOPE FROM EROSION PER SEDIMENT AND EROSION CONTROL PLAN 14 REMOVE CURVED SIDEWALK AND REPLACE PER CITIES REQUEST, SEE SHEETS AOa NOTE 17 15 VERIFY LOCATION OF FILLED PIT CREATED BY REMOVAL OF STEEL TANK PRIOR TO GRADING - AFTER GRADING REMOVE REMAINING FILL IN TANK AREA AND FILL WITH 3 -SACK SLURRY MIX OR STRUCTURAL CONCRETE SHEET GENERAL NOTES: 1. THE CONTRACTOR SHALL WALK THE SITE TO DETERMINE THE COMPLETE EXTENT OF DEMOLITION WORK PRIOR TO SUBMITTING A BID, BID SUBMISSION IS CERTIFICATION THAT THE CONTRACTOR UNDERSTANDS THE SCOPE OF THE WORK. 2. ADDITIONAL STRUCTURES, PAVING, CONCRETE, AND ASPHALTIC SHALL BE COMPLETELY REMOVED INCLUDING FOUNDATIONS. THE SITE SHALL BE COMPLETELY CLEARED AND GRUBBED WITH REMOVAL OF ALL PLANTING IRRIGATION SYSTEMS AND UTILITIES, U.O.N. 3. ALL UTILITY SERVICES SHALL BE DISCONNECTED AND SERVICE TERMINATED PRIOR TO START OF DEMOLITION WORK: ELECTRICAL, TELEPHONE, DATA, WATER, GAS, SANITARY SEWER AND STORM SEWER. 4. SEE ELECTRICAL SITE DEMO PLAN E10 FOR ADDITIONAL NOTES. 5. SEE SHEETS C7 THROUGH C11 FOR STREET IMPROVEMENT DEMOLITION REQUIREMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT AT ALL ITEMS TO REMAIN. ANY ITEMS DAMAGED DUE TO DEMOLITION ACTIVITIES WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. SITE DEMOLITION PLAN Z!2 SCALE: I"=20'-O" 1 0 1' 5' 10' 20' 40' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX Inqulrles (gonclnaarc.com NO. REVISION A RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: 1 11= 20' -0" SITE DEMOLITION PLAN SHEET NO: WORK TO BE DONE COUSTRUCTION NOTES A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE " = _ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 'M O SAW CUT AC PAVEMENT. SEE DETAIL CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA ' , REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM S HALL m CITY OF ENCINITAS METHOD FOR BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. a��'' JOINING TO EXISTING PAVEMENT ". 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION, PROPOSED �jp" "'` ,, ENCINITAS LIBRARY, CORNISH DRIVE AND D STREET, DATED NOVEMBER 21, 2004 By REMOVE EXISTING SIDEWALK, CURB & GUTTER. K2 ENGINEERING, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SFALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND G SPECIFICATIONS CONTAINED IN SAID REPORT. s Lm sy ' "y VULCAN 30 CONSTRUCT 6" PCC CURB &GUTTER PER 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, > {. „ SAN DIEGO REGIONAL STANDARD DRAWINGS LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN e6 ' cs IE6 ' AVENU SAN DIEGO REGIONAL STD DWG G -2 TYPE G. STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL REMOVE EXISTING AC PAVEMENT. BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. ' 5. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. dS D -2 CURB INLET - TYPE B 1 irHIiP fi r D -10 STORM DRAIN CLEANOUT - TYPE B CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO CONSTRUCT 1O' WIDE CROSS GUTTER PER PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING �` "q SAN DIEGO REGIONAL STANDARD DWG PER DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION• , D -60 PIPE BEDDING AND TRENCH BACKF /LL EXISTING PRIOR TO GRADING. CONSTRUCT 4" AC PAVEMENT OVER 6" D -63 CONCRETE LUG 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SFW1 BE RE- ESTABLISHED ANDS n W CLASS 11 BASE. G -1 CURBS AND GUTTER - SEPARA7F REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. �C��t " G -2 CURB AND GUTTER - COMB INFO 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ] 1 7O CONSTRUCT 6 PCC CURB PER SAN DIEGO DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO (' \ UL�vP REGIONAL STD DWG G -1 G -7 SIDEWALK - TYPICAL SECTION ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND \ \\ G -12 CROSS GUTTER ® REGULATIONS. \ I CONSTRUCT 5' SIDEWALK PER G- 14A ORII�EWAY APPROACH B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A ': �U'>sTREET SAN DIEGO REGIONAL STD DWG STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SITE G-7. G -24 TRENCH RESURFACING TYPE A & B HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY ,' ; ; 4 G -27 CURB RAMP -TYPE A AND B RECOGNIZED HOLIDAYS. ������� 9. NO GRADING OPERATIONS SFWl COMMENCE UNTIL A PRE - GRADING 9 CONSTRUCT STONE RETAINING WALL PER MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY r C7 Q O S -3 SEWER MAIN CLEANOUT DETAIL 5 ON SHEET A 42 INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND ;# S-13 HOUSE CONNECTION (SEWER LA TERAL) PERMITfEE. THE PRE -GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT SAWA 10 REMOVE EXISTING AC BERM. LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND rtt b i 11 CONSTRUCT PEDESTRIAN RAMP TYPE "D" PER RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. SAN DIEGO REGIONAL STD DWG G -31. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE g 2 CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I Y s( £, j 12 CONSTRUCT PEDESTRIAN RAMP TYPE "A" 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT a queza PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN N D DWG G WITH CURB B PER SAN DIEGO REGIONAL ST AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER st VICINITY M A P PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL ' �- CONSTRUCT CONCRETE RETAINING WALL SEE CONFORMANCE WITH THE APPROVED GRADING PUN OR AS SHOWN ON THE ATTACHED As- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE ° NO SCALE ARCHITECTURAL PLANS STORMWATER POLLUTION CONTROL BMP NOTES AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 4 CONSTRUCT CONCRETE DRIVEWAY PER SAN B. NOTIFICATIONS °� O DIEGO REGIONAL STD DWG G -14A RELATIVE TO CONSTRUCTION ACTIVITIES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF " " AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 15 CONSTRUCT TYPE B CURB INLET PER SAN CONCRETE WASHOUT EXISTING U11UTIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: DIEGO STD DWG D -2, Y =4 ,V =4.20. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO LOCATION MAP VICINITY MAP WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT 16 CONSTRUCT TYPE "A" CONCRETE MOWING STRIP LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF TUTS SCALE: NIS PER SAN DIEGO REGIONAL STD. DWG. L -3. SIGN DESIGNATING THE WASHOUT LOCATION. SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: ENVIRONMENTAL DATA: 17 CONSTRUCT TYPE "B -1" CURB INLET PER SAN CONSTRUCTION SITE ACCESS A. SEWERS - CITY OF ENCINITAS PUBUC WORKS - SANITARY DIVISION (760) 633 -2640 DIEGO REGIONAL STD DWG. D -2. L =10', V =4.20, B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1 -800- 411 -7343 Y =4, -A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO C. WATER - SAN DIEGUITO WATER DISTRICT (760) 633 -2709 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE _ 10% PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR D. TELEPHONE - PACIFIC BELL 1- 800 - 310 -23555 18 VERIFY FIRE HYDRANT LOCATION. CORRUGATED STEEL PANELS /PLATES. E. CABLE N - COX COMMUNICATIONS (760) 806 -9809 2) MAXIMUM VERTICAL DEPT OF CUT = ,5' F. ADELPHIA COMMUNICATIONS (760) 931 -7000) CONSTRUCTION VEHICLES 9 NOT USED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR 3) MAXIMUM VERTICAL CAL DEP OF FILL = STATEMENT OF ENGINEER OF WORK TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. -A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY Q CONSTRUCT 2" PVC WATER LINE. VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT 15,120 C.Y. X 27 BE MADE OFF -SITE. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL 4) AVERAGE DEPTH OF CUT = 408,240 C.F. = J L WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR 106 PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ©1 CONSTRUCT 6" PVC SEWER WITH PER STD EROSION CONTROL C. GRADING ,090 S.F. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE SS -01 AND SS -03. 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS ENGINEER OR UNDER HIS /HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST 200 C.Y. X 27 CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A © " - EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL THE DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE CONSTRUCT CURB DRAIN OUTLET AT 6" BE PROTECTED AGAINST EROSION BY ETATAWNG EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL N PLACEMENT AND COMPACTION OF FILLS AND BACKflLLS AND 5) AVERAGE DEPTH OF FILL = 5,400 C.F. = g,L PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE CURB. USE 1 -4 PIPE MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS L 106,090 S.F. PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM © CONSTRUCT 2" WATER SERVICE AND -NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGUGENT ACTS, ERRORS, OR AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT EARTHWORK: OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND BACKFLOW PREVENTER PER WATER AGENCIES IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE STANDARDS DWG WS -02 AND WR -01 ON - DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS CUT = 15,120 C.Y. ENGINEER. SHEET C -7 CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE . CONTROL MEASURES. 2. THE CONTRACTOR SHALL AN PROPERLY GRADE ALL EXCAVATED SURFACES TO FILL = 200 C.Y. ® CONSTRUCT 6" DIP WATER FIRE SERVICE PER - REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE PROVIDE POSITIVE DRAINAGE AND PREVENT PENDING JO WATER. HE /SHE R TO BY. DATE: 9 -6 -05 STD WP -02. CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO IMPORT /EXPORT 14, 920 C.Y. FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT LEE S. WOOTEN REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE ©5 CONSTRUCT 6" BACKFLOW PREVENTER PER AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. RCE NO: 25142 WATER AGENCIES STANDARDS DWG WR -02 ON - TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY 3. ALL AREAS TO BE FILLED SHALL BE PREPARED To BE FILLED AND FILL SOI N INE R' CERTIFICATE SHEET C -7 PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING SHALL BE PLACED IN ACCORDANCE WITH - STANDARD SPECIFICATIONS. ALL . ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE PA(D CONSULTANTS © ROOF DRAIN PIPE PER ARCHITECTURAL CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. I, A REGISTERED CIVIL ENGINEER IN THE -PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 8954 RIO SAN DIEGO DRIVE, STE. 610 PLANS. COMPLETE. STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF GROUND. THE EXPOSED SOILS SF T SHALL BE SCARIFIED TO A DEPTH OF 6 MOISTURE SAN DIEGO, CA 92108 CONDITIONED AND COMPACTED TO A MINIMUM OF 90 PERCENT (AM D1557 -91). APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF 619- 291 -1475 2 " t CONSTRUCT 4 PVC DRAIN PIPE OR SIZE AS -WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR SHOWN CONNECT WITH "T "S, "Y "S, ETC. AS COMPACT THE FILL IN STRICT ACCORDANCE WITH . SPECIFICATIONS AND THE SOILS UNDER MY DIRECTION BETWEEN THE DATES AND JOB NO. 048175699.E202 ON -SITE CONSTRUCTION MATERIAL STORAGE WASTE HOTLINE TOLL FREE AT (800) REPORT. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, NEEDED. EDCO AT (760) 436 -4151. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO WITH MY RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE " - STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF ® PROVIDE NEW 17i WATER METER FOR POINT OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT CONNECTION FOR IRRIGATION WATER WITH 1 SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SAN DIEGUITO WATER DISTRICT NOTES h "BACKFLOW PREVENTER PER STD WS -02 AND EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SPECIFICATIONS. WR -01, - ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SWILL BE 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL SIGNED: THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND 29 CONSTRUCT GAS METER BOX. COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. BARRIER AROUND THE PERIMETER AT ALL TIMES. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A RCE NO.: 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR Q NOT USED. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. DEBRIS FILLS PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN TRAINING SHALL NOT BE PLACED WITHIN THE PROJECT SITE 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER 31 CONSTRUCT SEWER CLEANOUT PER SAN DIEGO EXP. TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. STD. DRAWINGS SDS -103. - CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO C. PALEONTOLOGICAL RESOURCES BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP THE CONTRACTOR SHALL PROVIDE A FULL-TIME PALEONTOLOICAL MONITORING PROGRAM DURING 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING � CONSTRUCT TYPE A STORM DRAIN CLEANOUT NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME ALL SOIL EXCAVATION PURSUANT TO THE FOLLOWING REQUIREMENTS: WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVEE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PER SAN DIEGO STD DWG. D -9. CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN 1. PRIOR TO ISSUANCE OF A BUILDING AND / OR A GRADING PERMIT, A QUALIFIED OWNERS CERTIFICATE PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE " " RESPONSIBILITIES. PALEONTOLOGIST AND / OR PALEONTOLOGICAL MONITOR SHALL BE RETAINED TO IMPLEMENT (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT © CONNECT 18 RCP TO EXISTING 54 RCP PER THE MONITORING PROGRAM. THE REQUIREMENT FOR PALEONTOLOGICAL MONITORING I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST STANDARDS AT THE OWNER'S EXPENSE. SAN DIEGO STD DWG D -63. WASTE MANAGEMENT SHALL BE NOTED ON THE GRADING PLAN. ALL PERSONS INVOLVED IN THE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY PALEONTOLOGICAL MONITORING OF THE PROJECT SHALL BE APPROVED BY THE 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 34 TRENCHING, BACKFILLING AND FINISHING OF AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. - CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO THE START OF MONITORING. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS STORM DRAIN PIPE SHALL CONFORM TO SAN MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM 2. THE PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ON SITE FULL -TIME AND ELECTRIC VAULTS. DIEGO REGIONAL STANDARDS D -60 AND CITY OF INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. DURING EXCAVATION OF THE BAY POINT FORMATION MATERIALS. MONITORING MAY BE INCREASED OR DECREASED AT THE DISCRETION OF THE QUALIFIED PALEONTOLOGIST, IN 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. ENCINITAS "UTILITY TRENCH BACKFILL AND -NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED CONSULTATION WITH THE COMMUNITY DEVELOPMENT DEPARTMENT, AND WILL SIGNATURE DATE WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVICING. RESURFACING STANDARD ". AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY DEPEND ON THE RATE OF EXCAVATION, THE MATERIALS EXCAVATED, AND THE ABUNDANCE FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE OF FOSSILS. 7. CONTRACTOR IS REQUIRED TO POT HOLE AND VERIFY EXISTING WATERING PRIOR TO THE INSTALLATION 35 CONTRACTOR TO VERIFY DEPTH AND NOTIFY PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN 3. WHEN REQUESTED BY THE PALEONTOLOGIST, THE DIRECTOR OF ENGINEERING SERVICES of ANY ADJACENT UTILITIES. ENGINEER. CROSSING UNDER EXISTING WATER LINE CONTACT WITH ANY TRASH MATERIAL SHALL DIVERT, DIRECT, OR TEMPORARILY WALT CONSTRUCTION ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW RECOVERY OF FOSSIL REMAINS. THE PALEONTOLOGIST SHALL TO BE PERFOMED PER WATER AGENCIES IMMEDIATELY NOTIFY THE COMMUNITY DEVELOPMENT DEPARTMENT SUCH -MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN STANDARD WP -08. ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS FINDING AT THE TIME OF DISCOVERY. THE COMMUNITY DEVELOPMENNT T DEPARTMENT SHALL APPROVE SALVAGING PROCEDURES TO MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION BE PERFORMED BEFORE CONSTRUCTION ACTIVITIES ARE ALLOWED TO RESUME. ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS 4. THE PALEONTOLOGIST SHALL BE RESPONSIBLE FOR PREPARATION OF FOSSILS TO A POINT ECORD DRAWING 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL OF IDENTIFICATION AND SUBMITTAL OF A LETTER OF ACCEPTANCE FROM A LOCAL QUALIFIED Underground S Service I DISPOSITION NOTES CURATION FACILITY. ANY DISCOVERED FOSSIL SITES SHALL BE RECORDED BY THE The original CADD plot of - POLLUTANTS SFW1 BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES PALEONTOLOGIST AT THE SAN DIEGO NATURAL HISTORY MUSEUM. this FINAL APPROVAL OF GRADING, A MONITORING RESULTS REPORT, WITH drawing, issued for These Record Drawings have been prepared based on AROUND THE SITE. 5. PRIOR TO o Cal I:TOLL FREE use in construction, is information provided by the contractor and others. P &D D PROTECT IN PLACE. - PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. APPROPRIATE GRAPHICS, SUMMARIZING THE RESULTS, ANALYSIS AND CONCLUSIONS OF stamped and signed by a Consultants has not verified the accuracy or completeness ADJUST TO GRADE. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM THE PALEONTOLOGICAL MONITORING PROGRAM SHALL BE SUBMITTED TO AND BE registered engineer. of these Record Drawings. Users of these Record Drawings © STORM DRAIN INLETS ON PREVIOUS SURFACES. APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT. 1-800 assume all risk of loss resulting from their use. © REMOVE EXISTING UTILITY. 422 -4133 EXISTING WATER METER TO REMAIN. -ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, UTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT HAT MAY HAVE TRAVELED AWAY FROM TWO WORKING DAYS BEFORE YOU DIG © TO BE REMOVED. CONSTRUCTION SITE. ® RELOCATE. ED BY DRAM BY 1 CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DEQUrio WAT�i DIgTRICT REW &d rbf APPROVALS CITY OP ENIC POTAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECORD DRAWNG 07/31/08 MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MAP NO. 11795. ACCEPTED AS BY: DATE: DATE: 09/06/05 BY: BY- ENCINITAS COMMUNITY LIBRARY CNTRLINE TNT. AT ANGLE POINT IN 25142 GRADING PLAN/ DRAINAGE- TITLE SHEET 1 "D" ST. AT MOST SW'LY CORNER VERTICAL R.C.E. N0. DATE: DATE: OF THE BNDRY OF MAP NO. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE Lee S. Wooten ENGINEER EXP. 12 -31 -05 WORK PROJECT N0. SHEET 1 OF 13 a b J O N r 1n C LO (O � 1- C 0 O CD 0) � N Q 00� CV) O O O (O (� O C a- 00 Ln d 1 1 i 1 1 W O I D IKI n 1� IF 0 + to l 24.9 CC9 23.7 21.4 60.7 _ �'•' t.' �� in I - -____ EXISTING CITY HALL rn EXISTING n- '° --- `` Z i i o RETAI ALL p., � it i o C2 TERRACE ' > 1 -U +t1 , WV !>i 957.9 _ SEE ARCHITECTURAL 1 E R7t17.1 , DRAWING SHT. AOb FOR �c TERRACE WALKWAY LAYOUT (TYP.) I 1 C3 N ,8573.4 1 E'9804'.5 DO 00 w- /LpRARY iA, f i 1. / M MECH. z YARD C7 N 9588. 8 CAI -1,5' Arch Grid) 1 ° o E 9856.0 +33' Arch Grid) ° 1 i 9.0 X0.1 6.0 .11.7 9.0 12.0 • N 02. DN O 98 .78 L L5 LS L5 LS L. ry o o AN N O C2 L3 3 ' 4 m ofo o 1 Os 3.3 CQ 10.1 C3 65 - O O S 4 0 W L2 ° L66 c5 Co � Im _ L7 O -- J L46 C39 /A� 13.7 R$ o L7 9.0; 8.0 9:0 9.0 O >- tb D 5.0 ' O d 1 © N ... d da C31. N` a C$D� d �. r.. N CV a A� 1y CS x R39 ° 3 ^ 9 d ;,+ , : , C9 �" N 9492.0 C20 C17 L23 c29 t e �,�`• �¢? C5 �7 !, d 22.66 �ryk C1 L' ^ 9 13 ° o 2 19 22.0 C37 ° 97 ; .3 ,� 12 9 .7 1316 N 9935.1 uY 1 958 .24 `• 962 .1 ° E 14.4 'r, ss 1 o s _, 2 E 9912.0 E 9909 4 35 0.9 s o : $ 3as � 1a.a r C28 FOR PLANTER DETAILS, 5 SEE ARCHITECTURAL PLANS L32 C10 N 9794.1 CIO 1 so E 9961.5 � C=O 1 ,0 C14 P . C15 C1 L20 Cl A QC1 C1 r 1 co EAST "E" STREET ' STA 15 +00 = o ' CORNISH DRIVE T- - - =- wv STA 100 +00 -� - -S- - - S =z -_-_ - -S- SURVEY CONTROL' TABLE J OD + O O D 2 •I I -1I �1 I � + Io 0 20.0' 1 (Typ•) 1 30.0' (np') 1 'I I R/W -�� �0 - R C1 a1 ° 0 � � 1 N 9570.4 d N C1 E 9972.8 LO 101 +00 N v M y N 1 C1 _�-,102 +00 CORNISH DRIVE D �._ D _ s - S _ _ _ s _ - - } -s�-:- - - _ - 103+-00 -- - _ 104 +00 1 x t� ---- s-- - - -s -- N021 p "E c_ "_ O O J -_ - - -( - S �TJ"�ISTREET -� .- STA 20+ 0 - r CORMSH -QRIVE ^STA 104 +88.74 I CURVE TABLE CURVE A LENGTH RADIUS T Ct 3831'37" 20.51 30.50 10.66 C2 58'13'37" 37.09 36.50 20.32 C3 33514" 7.59 110.97 3.80 C4 3831'12" 24.20 36.00 12.58 C5 58`13'01' 31.49 31.00 17.26 CB 3'54'44' 7.20 105.47 3.52 C7 3'14'39" 72.14 1274.10 36.08 CS 6'48143" 10.63 89.39 5.32 C9 8'48'25• 108.89 708.40 54.55 0.50 55'44'52" 29.19 30.00' 15.87 C1 81'06'45' 35.39 25.00 j 21.39 1 92'32'24' 18.57 11.50 12.02 1 8727'360 17.55 11.50 11.00 2.00 9854'490 43.16 25.00 29.23 1 NOT USED 30.82 20.00 7 IFC79 C20 NOT USED 3.50 93'32'11• 1 26'31'35' 7.18 15.50 3.65 15157'59" 54.37 20.50 81.12 2631'35' 7.18 15.50 3.65 81'06'44' 36.10 25.50 21.82 [!2 1 3652'12" 1 6.44 10.00 3.33 •I I -1I �1 I � + Io 0 20.0' 1 (Typ•) 1 30.0' (np') 1 'I I R/W -�� �0 - R C1 a1 ° 0 � � 1 N 9570.4 d N C1 E 9972.8 LO 101 +00 N v M y N 1 C1 _�-,102 +00 CORNISH DRIVE D �._ D _ s - S _ _ _ s _ - - } -s�-:- - - _ - 103+-00 -- - _ 104 +00 1 x t� ---- s-- - - -s -- N021 p "E c_ "_ O O J -_ - - -( - S �TJ"�ISTREET -� .- STA 20+ 0 - r CORMSH -QRIVE ^STA 104 +88.74 I (I)FOUND 3/4" DIA. IRON PIPE WITH DISK STAMPED SO CO ENGR PER RECORD OF SURVEY MAP NO.15473. ACCEPTED HEREON FOR THE CENTERLINE INTERSECTION OF "D" STREET WITH A LINE BEING PARALLEL AND OFFSET 25.00 FEET WESTERLY FROM THE WESTERLY BOUNDARY LINE OF EAST BLOCK 5 OF ENCINITAS, ACCORDING TO MAP THEREOF NUMBER 148. (j)FOUND 1/2" DIA. SPIKE (NO CAP) PER M.S. 182 (SEE CFB D3 -304). THE SET 1/2" REBAR & CAP MARKED LS 5026 PER RECORD OF SURVEY MAP 9028 WAS NOT FOUND. CORNER RECORD NO.2962 FOUND THIS MONUMENT, ALTHOUGH DID NOT ACCEPT. ACCEPTED HEREON FOR THE CENTERLINE INTERSECTION OF EAST "E" STREET WITH A LINE BEING OFFSET 20.00 FEET NORTHWESTERLY & PARALLEL WITH THE CENTERLINE OF CORNISH DRIVE AS SHOWN ON RECORD OF SURVEY MAP NO.796. REVISIONS RECORD DRAWING CURB NORTHING EASTING ROADWAY STATION OFFSET Delta 9,999.98 9,999.98 EAST "D" STREET - 19 +79.73 CL ® 9,511.66 9,979.39 EAST "E" STREET - 14 +78.69 0.13' LT (I)FOUND 3/4" DIA. IRON PIPE WITH DISK STAMPED SO CO ENGR PER RECORD OF SURVEY MAP NO.15473. ACCEPTED HEREON FOR THE CENTERLINE INTERSECTION OF "D" STREET WITH A LINE BEING PARALLEL AND OFFSET 25.00 FEET WESTERLY FROM THE WESTERLY BOUNDARY LINE OF EAST BLOCK 5 OF ENCINITAS, ACCORDING TO MAP THEREOF NUMBER 148. (j)FOUND 1/2" DIA. SPIKE (NO CAP) PER M.S. 182 (SEE CFB D3 -304). THE SET 1/2" REBAR & CAP MARKED LS 5026 PER RECORD OF SURVEY MAP 9028 WAS NOT FOUND. CORNER RECORD NO.2962 FOUND THIS MONUMENT, ALTHOUGH DID NOT ACCEPT. ACCEPTED HEREON FOR THE CENTERLINE INTERSECTION OF EAST "E" STREET WITH A LINE BEING OFFSET 20.00 FEET NORTHWESTERLY & PARALLEL WITH THE CENTERLINE OF CORNISH DRIVE AS SHOWN ON RECORD OF SURVEY MAP NO.796. REVISIONS RECORD DRAWING CURB TABLE CURVE LENGTH RADIUS Delta C1 3.14 2.00 90'00'00' C2 3.58 1.24 165'04'10" C3 8.09 23.02 20'07'38" C4 10.05 30.21 19'02.56" C5 8.08 23.02 7'1 " 06 2.99 1.00 171' '23' C7 3.14 1 2.00 90'00'00' CS 4.71 2.00 1,35*00'OCr C9 14.40 9.17 105235" C10 11.78 5.00 135WOW C11 0.79 0.50 90'00'OO' C12 0.79 0.50 90,00, 000 C13 3.14 2.00 '00' C14 2.09 2.00 60,00'000 C15 4.19 2.00 1 120TOW C16 3.14 2.00 OO" C17 3.14 2.00 90'006000 c18 2.32 1.50 68.7 C 39 30.82 20.00 7 IFC79 C20 5.71 3.50 93'32'11• CURB TABLE CURVE LENGTH RADIUS Delta C21 0.79 0.50 90'00'00' C22 0.79 0.50 " C23 6.24 4.00 89'2233' C24 NOT USED NOT USED NOT USED C25 NOT USED NOT USED NOT USED C26 7.85 5.00 90 ' C271 4.71 2.00 135'00'00• C281 23.56 30.00 45'00'00' C291 5.79 30.50 105235" C301 1.72 1.00 8'38'28' C31 3.28 5.00 3735'30' C32 3.67 1.50 1 C33 0.79 0.50 '00' C34 0.79 0.50 90'00'00• C35 5.60 3.50 91.42'05" C36 2.82 19.92 C37 9.83 18.00 3591'03" C38 11.00 14.00 459]0.00• C 39 5.94 4.00 85713'13" Coo 0.61 1.00 345647• CURB TABLE CURVE LENGTH RADIUS Delta C41 0.79 0.50 90'00'00, C42 0.79 0.50 90,00,000 C43 0.79 0.50 C44 0.79 0.50 90W000 C45 0.79 0.50 90wow C46 0.79 0.50 901001OW 047 2.62 1.00 ISOM0.00. C48 2.09 4.00 - Am-'O-O•-C49 2.09 200 00'00• C50 MOO 5.50 '47.15• C51 5.63 34.94 9'14.17" C52 7.85 5.00 90wow C53 4.71 2.00 • C54 0.79 0.50 100.000 C55 0.791 0.50 100'00' i ilta original CADD plot of t •s drawing, issued for use in construction, is stamped and signed by a registered engineer. RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CCS, NAD 83, ZONE 6 GRID BEARING BETWEEN COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS FOUND MONUMENT STATION NAME "ENCTCFP5" AND "ENCTC2" AS NOTE ALL DURMW ARE TO FACE OF CURB SHOWN ON RECORD OF SURVEY MAP NO.15473, I.E., N 02'11'08 "W. APPROVED DATE REFERENCES DATE BENCH MARK SCALE 3AN DEGATO WATER DISTFrCT SW I Paco I rDT APPROVALS Crj I, I I 1 I I I i �1 I l(I I I I a \ G0 Q N ITT t m A C 2 FIRE DEPARTMENT NOTES SIGNS LABELED ®:PROVIDE DUAL FACED SIGN "NO PARKING FIRE LANE" EACH SIDE. CURBS LABELED IN TABLE BELOW SHALL BE PAINTED RED AND LABELED "NO PARKING FIRE LANE ", PAINT TYPE AND COLOR TO APPROVED BY FIRE DEPARTMENT. C9 C35 L1 L44 C10 C36 L7 L45 C13 C37 L10 L64 C14 C38 L15 L65 C19 C40 L23 L66 C26 C49 L31 L67 C28 C50 L32 L68 C29 C52 L37 C31 PAVEMENT LEGEND AC PAVEMENT 4" OF AC OVER 6" CLASS II BASE 0 AC PAVEMENT 3" AC OVER 4" CLASS II BASE CONSTRUCT PCC PAVEMENT I -_ SCALE: 1"=20' 0 20 40 60 ENGINEERING SERVICES DEPARTMENT DRAWING NO. MONUMENT 1STA�5PE ACCEPTED AS " PLANS PREPARED UNDER SUPERVISION OF /05 RECOMMENDED APPROVED ENCINITAS COMMUNITY LIBRARY MAP NO. CNTRLINE INT. AT ANGLE POINT IN HORIZONTAL 1 =20 BY: DATE: DATE: BY: BY: "D" ST. AT MOST SW'LY CORNER VERTICAL Lee S. Wooten ENGINEER R.C.E. N0. 25142 DATE: DATE: HORIZONTAL CONTROL C2 OF THE BNDRY OF MAP NO. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. 12-31 -05 WORK PROJECT NO. SHEET 2 OF 13 L Z L c C, C i c c c c c r r 125 149.50 _ - T FS \ �1 c 138.5 \ 46.00 FS " A� �- A - 125 i3 9.5G130 �., 27 145.51 FS ' co 140 1 4 6 F N 130 13 d._PRC -__ - ' 1. a� FS ' 5 2 I 5t i I N 42.50 IE 1 0 18 1 CO, ' Y ,,r f.` 13 44.66 - 1� , � , 42.9 IE 144. �_. 91 / 26 27, , 1 ` FS 144. CONNECT' PLANTER, 140 FG' / TERRACE FLOOR AND ' 7 -t FS 30 12X12, C6 i' ROOF DRAINS INTO 6" TERRACE LANDSCAPE PVC DRAIN PIPE. - AREA n 5 5 •4� / 142,6 I 4'9� 144 :'S 144.50 rTl O• 44. „ 3 144. FS 1 FS 12X12 CB FS BC � � } 9 1 f NEW LIBRARY ,� 4• 4� A' 144. FS , 145.00 F.F. - ELEV. 145 HF FS, FS .&)'0 f FS 144,96 Q ' 1 4.96 PAD ,E'LEV' 1 ., 4.5F� � 6 N S a '!' DEEP (300 ± -'CY) CONTRACTOR TO 44.50 12X12 CB 1 4.96' DIA de .12' 26 FU � F F, t J j ,' /,` ATI UN TO CONSULT WITH SOILS'ENGINEER FOR , 139 10 I RECOMMEW ONS ' IQUE THIS AR LANDSCAPE 1 14e. o i'' 26 1 .0 s_. / 'ar at 0. 0 O 4 MECH. YARD 22 r Q ' 144.96 1-44.92 144.96 x.65 1 0 ._ = , .n u� - ' - T44.96I DS n _ ,144.83= 145.15 FS 1 G 50 - - I ' 1 3. 0 I 05 s C F'r Ds 144 O FS 5 p4. C - S- 1'4.75 2 144.96 9 / 55 D4' 144.51 D4" <' ss r ° 144.50 r` /` 144:50 X144.50 FMS IN - C r ' FG x -14.73 144.50 � lJ ! `27 oe �� �� - ' 1 1 144 � 27 LP , � DS I,.ANDSCAPE � 1 FS 1 1 f 7 13 _ Ds f` at 1`6 491.0 22 '4 20' N r I8X1 CO 144.OTC 144.4 C TC. L 0 44 138.90 It o� \�, :.. 1 143.777 . 1S 22 144.5Ca- C 4 -- • 1 Xl - -DIV - -- -- -E AISLE: - _-- - - - -�/ - - - -L -- 140.25 IE 143.50 TC 143.5 FS I I oO \ I �a ° • \3q 7 -- I - -e , - �° ,: f , r 47 50 4 , - 0 1W 13 5 I 4�C .' `• ate- 1 T r 143 N I C 14 0 - 1143.60 SEE DETAIL -- - - -_7 37 • �' 143. 4T2C i Aoff jII 1425.0FG T \ 143.1 C 14300 .TC_ o� �' 6 °• I = • - �¢3FO 10' CURB TRANSITION FROM j.0 (111:1- 7311 T S - - - -- - E ` CO 142.90 142 -50 TI I j AR 1 6.50 139. I \* , , \. 142 13 I : ` , 142.0 �F 142 142.00 F IIJES) 142120 ;Z'-' 6 110 , 35.1 5 r o0 _ 1 z x + CORNISH DRIVE NO2'17930 E I - I J } 0 0 ti .J � 1 NOTE IN THE EVENT THAT ANY PREHISTORIC, HISTORIC OR PALEONTOGICAL RESOURCES ARE DISCOVERED DURING CONSTRUCTION, RELATED TO EARTH GRADING OR DEMOLITION ACTIVITIES, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST SHALL BE CONSULTED TO ASSESS THE SIGNIFICANCE OF THE FIND. IF ANY FIND IS DETERMINED TO BE SIGNIFICANT, THEN THE CITY OF v ENCINITAS AND THE ARCHAEOLOGIST AND /OR M PALEONTOLOGIST WILL MEET AND DETERMINE THE m APPROPRIATE COURSE OF ACTION. a) t 41 Ln VARIES 1' -3' SURFACE DRAINGE FROM CURB OPENINGS o. z DRAINAGE SEE CONST. NOTE w (BIOFILTRATION) 36 ° 0 SWALE N L2 SEE L/S PLANS FOR PLANT MATERIAL DETAIL: "BIO- SWALE" NO SCALE + DRAINAGE DATA - SITE �. DELTA OR NO. BEARING GRADE LENGTH SIZE 1 N00'11'49 "E 0.5% 120' 6" PVC " 31' 6" PVC y 2 N40'44 48 W 1.0% 3 N89'44'59 "E 1.5% 32' 8" PVC 9 TC D 4 N89'44'59 "E 1.5% 47' 8" PVC N71'29'24 "E 1.5% 110' 8" PVC Y 6 N02005'03" 1.5% 128' 8" PVC 0 N06-16'21 "E 1.5% 76' 12" PVC N 8 N00'17'52 "W 1.5% 106' 12" PVC 9 TL 9 N69'52'58 "E 1.5% 14' 12" PVC N08'05'22 "E 1.0% 72 6" PVC _{ 11 N59'56'03 "E 1.5% 33' 8" PVC 1 N89-01.42 "E 1.5% 28' 8" PVC Ln a N89'01'42 "E 1.5% 30' 8" PVC M 1 N89'01'42 "E 3.2% 90' 12" PVC m o1 N00'00'00 "E 2.0% 116' 8" PVC O POPOUT CURVE INFORMATION TABLE NO. DELTA RADIUS LENGTH TAN 36052'12" 10' 6.44' 3.33' r o. rTl 1® 172139'12" 25' 75.33' 389.41' 5 � m EXISTING ISLANDS TO BE REMOVED, PLACE WITH AC PAVING & MATCH TO Y EXISTING -SEE SHT. 011 Q 3 -z^ LEGEND ` 0 ' = AC REMOVAL SLOPE PAVING D to _ , : >,:' >,•, P.C.C. PAVING 104 +8 74 CONSTRUCTION NOTES CONSTRUCT 6" CC c O DIEGO R G ONALSTDCDWG G- 2 U G. SAN 13 ARCHITECTURAL PLANS. RETAINING WALL SEE 22 CONSTR4C PIPES. B DRAIN OUTLET AT 6" CURB. 37 BL DFILA 12" DESWA ET CENTER) PCC O REEGIONALCSTD, DWG G-1. URB PER SAN DIEGO 14 DIEGO REGIONAL STD. GUTTER AT ENTRANCE PER SAN 26 ROOF DRAIN PIPE PER ARCHITECTURAL PLANS. SEEPDETAIIL SHEET C- 0OURSE. O DETAILR5 ONCSHEETOA RETAINING WALL PER 16 PER SANCDI GO REGIONAL STD.EDWGWIL 3STRIP 27 CONSTRUCT PVC DRAIN PIPE, 4" OR SIZE AS SHOWN. 12 CONSTRUCT DIEGO REGIONAL STD "A" DWG G -27. 17 CONSTRUCT TYPE B-1 DWG D-2, CURB 110', V =4.2', Y=4' 36 ON FILTRATION S,WALECENTER) SAWCUT B AT CURB FOR OPENING FOR 0 0 7 -t FS 30 12X12, C6 i' ROOF DRAINS INTO 6" TERRACE LANDSCAPE PVC DRAIN PIPE. - AREA n 5 5 •4� / 142,6 I 4'9� 144 :'S 144.50 rTl O• 44. „ 3 144. FS 1 FS 12X12 CB FS BC � � } 9 1 f NEW LIBRARY ,� 4• 4� A' 144. FS , 145.00 F.F. - ELEV. 145 HF FS, FS .&)'0 f FS 144,96 Q ' 1 4.96 PAD ,E'LEV' 1 ., 4.5F� � 6 N S a '!' DEEP (300 ± -'CY) CONTRACTOR TO 44.50 12X12 CB 1 4.96' DIA de .12' 26 FU � F F, t J j ,' /,` ATI UN TO CONSULT WITH SOILS'ENGINEER FOR , 139 10 I RECOMMEW ONS ' IQUE THIS AR LANDSCAPE 1 14e. o i'' 26 1 .0 s_. / 'ar at 0. 0 O 4 MECH. YARD 22 r Q ' 144.96 1-44.92 144.96 x.65 1 0 ._ = , .n u� - ' - T44.96I DS n _ ,144.83= 145.15 FS 1 G 50 - - I ' 1 3. 0 I 05 s C F'r Ds 144 O FS 5 p4. C - S- 1'4.75 2 144.96 9 / 55 D4' 144.51 D4" <' ss r ° 144.50 r` /` 144:50 X144.50 FMS IN - C r ' FG x -14.73 144.50 � lJ ! `27 oe �� �� - ' 1 1 144 � 27 LP , � DS I,.ANDSCAPE � 1 FS 1 1 f 7 13 _ Ds f` at 1`6 491.0 22 '4 20' N r I8X1 CO 144.OTC 144.4 C TC. L 0 44 138.90 It o� \�, :.. 1 143.777 . 1S 22 144.5Ca- C 4 -- • 1 Xl - -DIV - -- -- -E AISLE: - _-- - - - -�/ - - - -L -- 140.25 IE 143.50 TC 143.5 FS I I oO \ I �a ° • \3q 7 -- I - -e , - �° ,: f , r 47 50 4 , - 0 1W 13 5 I 4�C .' `• ate- 1 T r 143 N I C 14 0 - 1143.60 SEE DETAIL -- - - -_7 37 • �' 143. 4T2C i Aoff jII 1425.0FG T \ 143.1 C 14300 .TC_ o� �' 6 °• I = • - �¢3FO 10' CURB TRANSITION FROM j.0 (111:1- 7311 T S - - - -- - E ` CO 142.90 142 -50 TI I j AR 1 6.50 139. I \* , , \. 142 13 I : ` , 142.0 �F 142 142.00 F IIJES) 142120 ;Z'-' 6 110 , 35.1 5 r o0 _ 1 z x + CORNISH DRIVE NO2'17930 E I - I J } 0 0 ti .J � 1 NOTE IN THE EVENT THAT ANY PREHISTORIC, HISTORIC OR PALEONTOGICAL RESOURCES ARE DISCOVERED DURING CONSTRUCTION, RELATED TO EARTH GRADING OR DEMOLITION ACTIVITIES, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST SHALL BE CONSULTED TO ASSESS THE SIGNIFICANCE OF THE FIND. IF ANY FIND IS DETERMINED TO BE SIGNIFICANT, THEN THE CITY OF v ENCINITAS AND THE ARCHAEOLOGIST AND /OR M PALEONTOLOGIST WILL MEET AND DETERMINE THE m APPROPRIATE COURSE OF ACTION. a) t 41 Ln VARIES 1' -3' SURFACE DRAINGE FROM CURB OPENINGS o. z DRAINAGE SEE CONST. NOTE w (BIOFILTRATION) 36 ° 0 SWALE N L2 SEE L/S PLANS FOR PLANT MATERIAL DETAIL: "BIO- SWALE" NO SCALE + DRAINAGE DATA - SITE �. DELTA OR NO. BEARING GRADE LENGTH SIZE 1 N00'11'49 "E 0.5% 120' 6" PVC " 31' 6" PVC y 2 N40'44 48 W 1.0% 3 N89'44'59 "E 1.5% 32' 8" PVC 9 TC D 4 N89'44'59 "E 1.5% 47' 8" PVC N71'29'24 "E 1.5% 110' 8" PVC Y 6 N02005'03" 1.5% 128' 8" PVC 0 N06-16'21 "E 1.5% 76' 12" PVC N 8 N00'17'52 "W 1.5% 106' 12" PVC 9 TL 9 N69'52'58 "E 1.5% 14' 12" PVC N08'05'22 "E 1.0% 72 6" PVC _{ 11 N59'56'03 "E 1.5% 33' 8" PVC 1 N89-01.42 "E 1.5% 28' 8" PVC Ln a N89'01'42 "E 1.5% 30' 8" PVC M 1 N89'01'42 "E 3.2% 90' 12" PVC m o1 N00'00'00 "E 2.0% 116' 8" PVC O POPOUT CURVE INFORMATION TABLE NO. DELTA RADIUS LENGTH TAN 36052'12" 10' 6.44' 3.33' r o. rTl 1® 172139'12" 25' 75.33' 389.41' 5 � m EXISTING ISLANDS TO BE REMOVED, PLACE WITH AC PAVING & MATCH TO Y EXISTING -SEE SHT. 011 Q 3 -z^ LEGEND ` 0 ' = AC REMOVAL SLOPE PAVING D to _ , : >,:' >,•, P.C.C. PAVING 104 +8 74 CONSTRUCTION NOTES CONSTRUCT 6" CC c O DIEGO R G ONALSTDCDWG G- 2 U G. SAN 13 ARCHITECTURAL PLANS. RETAINING WALL SEE 22 CONSTR4C PIPES. B DRAIN OUTLET AT 6" CURB. 37 BL DFILA 12" DESWA ET CENTER) PCC O REEGIONALCSTD, DWG G-1. URB PER SAN DIEGO 14 DIEGO REGIONAL STD. GUTTER AT ENTRANCE PER SAN 26 ROOF DRAIN PIPE PER ARCHITECTURAL PLANS. SEEPDETAIIL SHEET C- 0OURSE. O DETAILR5 ONCSHEETOA RETAINING WALL PER 16 PER SANCDI GO REGIONAL STD.EDWGWIL 3STRIP 27 CONSTRUCT PVC DRAIN PIPE, 4" OR SIZE AS SHOWN. 12 CONSTRUCT DIEGO REGIONAL STD "A" DWG G -27. 17 CONSTRUCT TYPE B-1 DWG D-2, CURB 110', V =4.2', Y=4' 36 ON FILTRATION S,WALECENTER) SAWCUT B AT CURB FOR OPENING FOR RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P&D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT ew APPROVALS RECORD DRAWING 07/31/08 MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MAP NO. 11795. ACCEPTED AS HORIZONTAL 1 " =20' BY: DATE: DATE: 09/06/05 BY: BY: CNTRLINE INT. AT ANGLE POINT IN 25142 "D" ST. AT MOST SW'LY CORNER VERTICAL Lee S. Wooten ENGINEER R.C.E. N0. DATE: DATE: _ OF THE BNDRY OF MAP N0. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. 12 -31 -05 EXISTING ISLANDS 0 BE REMOVED, PLACE WI H AC PAVING & MATCH TO EXI; TING - SEE SHI. C11 4I `1 20' 0' 20' 40' 60' GRAPHIC SCALE: 1 " =20' ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY GRADING PLAN C 3 WORK PROJECT N0. SHEET 3 OF 13 O 3 a i i U Y i T a a J a U i I. n 30 0 :V D 0 0 0 coo a� in Do qt C ptO pNN� -DOS N a C N 0) 0 00 0.2 M W LD 0't 0 c a- 0 o0(N d I 4 4 41 111 N I I li 1 0' 14,00' m gym+ (n 1 O m ' C a C) rn D � r iZ Z i C7 rn ,\ J m z 12 +11 � CURB \8 , GUTTER CONS ". rn 31N SIDEW ;LK, W G. -� MOVE EXIS STA 16+ 9 ~' BEGiN SIDEWALK, CUR & GUTTER 3'x2' ❑ �, ULLBOX 5 2 to HOSE BIB 5 Ds 1 EXIST. FIRE HYDRANT ADJUST TO GRADE PER STD WF -01 0 l / TEROACE,'FLOOR DRAINS r TO CONNECT��TO 6 "' DRAIN w PIPE (TYP,)- 0 24 OD N i� Z NEW LIBRARY POC POC GRATE DRAINS V. 139.5 INV. LEV;fi41.50' SEE SHT A -141 POC POC ETAIL 10 : ' INV. 139.00 WATER ME INV. 14 70,� �� � -POC EAST E S EET® POC POC NV 'ELEV- 14TOO s j STA 14 +06 1 GAS INV. ELEV 141.50 1 2 POWER ® 27.50' LT D DS Ds ° 5 POLE O 1 ' NEW ELEC. s 4• POC D` TRANSFORM R POC O POT. WATE LL PAD II of INV. 139.50 - - I INSTALL 3� i D O O" c� SCH 40 P 140.05 31 o D I AND HOSE IB INV• s _. - - -T�- � Vd • -- �� 100' -0 9 100 135.15 ` w W,• 31 INV. R INV. ELEV 142.00 W6• 31 W6, ® 3 WATER 4 3 LINE O INSTALL 4" AREA DRAIN 24 D a �� 94 _ N I �� P -TRAP, VENT THROUGH TRASH ENCLOSURE ROOF, AND ELECTRICAL PRIMING DEVICE. TG =142.9 IE =141.0 _ a ' z MAX 8" PVC z o W STORM DRAIN ° \ SEE SHEET 3 N 0 20 N (TYP) c,, ° `erg ° N M D F = G7 - - - -� NO2`17 30 "E 16 W 190._ — — 1 �. W a a ° ° -`; - OVERHEAD wv , FL_ (1-31. w EX 8" G _ _ cn G o TILTTY - - - -- —w SEE IRRIGATION G - D _ 2" HP GA 5 POWER --- -- - —_ �v �'. N L� 100 +00 0 - 101 00 _ _ l;E CORNISH DRIVE 1 _ 103 +00 ° o � / r`. EXIST. FIRE CONSTRUCTION NOTES ` HYD ANT 7i N 31 12" PVC WATER METER STORM [ CORNISH DRIVE (TYP) STA 103 +93 ® 50' LT 31 132.90 W CON N- 2 7 30 OVERHEAD n 1U4 +00 UTILITY '' a 27 CONSTRUCT 4" PVC DRAIN PIPE OR SIZE AS I I I I ! + j 20 CONSTRUCT 2" PVC WATER LINE. SHOWN. CONNECT WITH "T "S, "Y "S, ETC. AS r 21 CONSTRUCT 6" PVC SEWER WITH NEEDED. 28 PROVIDE NEW 1 1/2" WATER METER FOR POINT DISPOSITION NOTES Q OVERHEAD UTILITY CONNECTION TO EXISTING MAIN PER STD SS -01 AND SS -03. OF CONNECTION FOR IRRIGATION WATER WITH 1/ 1/2" BACKFLOW PREVENTER PER STD WS -02 ® ❑1 PROTECT IN PLACE. F5 TO BE REMOVED. 23 CONSTRUCT 2" WATER SERVICE AND BACKFLOW AND WR -01. 0 ADJUST TO GRADE. © RELOCATE. w2• R w PREVENTER PER WATER AGENCIES STANDARDS DWG . w6� BACKFLOW PREVENTER (3" AND LARGER) 8 24 WS -02 AND WR -01 ON SHEET C -7. (4" AND LARGER) 3❑ REMOVE EXISTING UTILITY. CONSTRUCT 6" DIP WATER FIRE SERVICE PER 31 CONSTRUCT SEWER CLEANOUT PER SAN DIEGO STD WP -02. STD. DRAWINGS SDS -103. ® EXISTING WATER METER TO BE 25 CONSTRUCT 6" BACKFLOW PREVENTER PER WATER REMOVED WITH LATERAL TO THE AGENCIES STANDARDS DWG WR -02 ON SHEET C -7. WATER MAIN PER WATER AGENCY REQUIREMENTS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DE{�IJITO WATO DISTRICT 8w RECORD DRAWNG 107/31/081 MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED MAP NO. 11795. ACCEPTED AS _ 09/06/05 CNTRLINE INT. AT ANGLE POINT IN HORIZONTAL 1 -20 BY: DATE: DATE: BY: "D" ST. AT MOST SW'LY CORNER R.C.E. N0. 25142 OF THE BNDRY OF MAP NO. 11795. VERTICAL Lee S. Wooten ENGINEER 12 -31 -05 DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. APPROVALS APPROVED BY: DATE: i I 1 I I 10 ! GUY 1 �ti 5 WIRE 1 C I �I 23.50 c I � to ; to x r POWE ; e' 5 POLE t ` ti SID WAL 5 CURB }& UT R �wv 5 _' I 1 1 W s» FS STA 1 +5 II ' 13 ' FI E SI R ICE�I BBC FLOW PR VEIL F 5 t !ti 0 0 ERH A 1 y' OD to 0 0 U LI TY" I � O x \� I � �z W6 1 I °m z a I m 5 PO II, OLEK !� J rn L �� ° M l 1 0 rn m I 0 R i I AD i it U I IT i I t � 1 I 1 1 t t — E HP GAS 1j G I _ = - - - -- 104 8 7 5 POL L o I i I EXIST. FIRE ` HYDRANT The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P&D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. UTILITIES W °C Is• W LEGEND WATER LINE —G —G— GAS LINE —S —S— SEWER LINE —OHU OHU— OVERHEAD UTILITY O�; GAS VALVE ® WATER VALVE + POWER POLE �}— LIGHT POST Q MAN HOLE FIRE HYDRANT ®—® WATER METER w2• R w BACKFLOW PREVENTER (2" AND SMALLER) w6� BACKFLOW PREVENTER (3" AND LARGER) 8 THRUST BLOCK w6� FIRE SERVICE (4" AND LARGER) NOTE: CONTRACTOR IS REQUIRED TO POT HOLE & VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN a 3 w U 0 U / a L 0 U I U N U' 0 0 0_ 0 U w Of L 0 L J a U c w / ro 00 0 0 0 0 0 i i 20' 0' 20' 40' 60' C GRAPHIC SCALE: 1 " =20' .^.ITY OP ENCINITA8 ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINI TAS COMMUNITY LIBRARY UTILITIES PLAN C4 WORK PROJECT NO. SHEET 4 OF 13 J Q /10 i 1 l yt rF li l i it 4 { w W LA 1 O N w � f = 1 W .4 A tai MONUMENT STAMPED LS 4539 PER MAP N0. T. A ACCEPTED AS CNTRLINE TNT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. D BY: DATE: DATE: os /os /o5 R.C.E. N0. 25142 Lee S. Wooten ENGINEER 12 -31 -05 EXP. Z ENCINI I AS COMMUNI TY LIBRARY SEDIMENT & EROSION CONTROL PLAN WORK PROJECT N0. C5 0 s. SIGNATURE EXPIRES 2 YEARS AFTER DATE S T m/j yy €� 0 m z N m m c X U) • I v z m m c x �� tl MPll OF fti�! amp OA- s +� sf 4F /NS I �- S5 DEWIL A u i TRASH ENCLOSURE DRAIN S6 3 + c) mi ! r' i 10��� +i��i�� %� \ I I i , i SEDIMENT CONTROL & BMP'S SEC77ON 3 — TEMPORARY SOIL STAB /L /ZA77ON SS -1 SCHEDULING SS -2 PRESERVA 77ON OF EXIS77NG VEGETA 77ON S1 SS -4 HYDROSEEDING SEC77ON 4 — TEMPORARY SEDIMENT CONTROL SEC77ON 6 — TRACKING CONTROL S2 SC -1 SILT FENCE S4 TC -1 STABILIZED CON7RUC77ON ENTRANCE/ EXIT S6 SD -32 TRASH STORAGE AREA SC -7 S7REET SWEEPING AND VACUUMING TC -2 STABILIZED C0NSTRUC770N ROADWAY S3 SC -8 SAND BAG BARRIERS S5 SD -13 STORM DRAIN SIGNAGE The original CARD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. FLOW IPATT N I 601 3 a v U I G h O O a O i v G\ n n O H s I N% c C 20' 0' 20' 40' 60' I ON THIS SHEET. OR APPROVED EQUAL BY ENGINEER.' GRAPHIC SCALE: 1 " =20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DE�C1WO WATER DISTRICT Isw I p&d I rbf APPROVALS CITY Of= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECORD DRAWNG 1 1 07/31/08 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED 0 MONUMENT STAMPED LS 4539 PER MAP N0. T. A ACCEPTED AS CNTRLINE TNT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. HORIZONTAL 1 " =20' VERTICAL BY: DATE: DATE: os /os /o5 R.C.E. N0. 25142 Lee S. Wooten ENGINEER 12 -31 -05 EXP. BY: BY: DATE: DATE: ENCINI I AS COMMUNI TY LIBRARY SEDIMENT & EROSION CONTROL PLAN WORK PROJECT N0. C5 SIGNATURE EXPIRES 2 YEARS AFTER DATE SHEET 5 OF 13 0 PROPOSED SIDEWALK PROPOSED CURB & GU DETAIL "B" - SITE WALL CROSS SECTION SCALE: 1"=4' REVISIONS APPROVED DATE REFERENCES DATE I BENCH MARK RECORD DRAWING 07/31/08 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. AS SHOWN HORIZONTAL 1 " =20' BY: 5 - I W, ti - 501 I DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE PROPOSED SIDEWALK PLANS PREPARED UNDER SUPERVISION OF DATE: 09/06/05 R.C.E. N0. 25142 Lee S. Wooten ENGINEER EXP. 12-31 -05 APPROVALS RECOMMENDED APPROVED BY: DATE: DATE: G RETAINING CITY OP ENCINITA8 ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINI TAS COMMUNITY LIBRARY DETAILS C6 WORK PROJECT NO. SHEET 6 OF 13 Q 3 O s 0 U N U N r) 01 O U w L O L Q J 6 U G W LO Ln co O 0 O r O c a C D O I co N U) N •C to 00 '_ O O Q) 04 3 Q N Oo U V) o Co O olv 3LO c O -ro ° tna -G "1 MIN or 1 t00,Tm (4 ') POSTS AS N SHOWN ON W 1200mn x 1: (4' x 4' x �t-- 5 SIDEWALK TYPICAL ALTERNATE LOCATION SCE NflTC 4 & 5 ��. COI D JOIN �.' .TRIP SFF ``� NOIL 6 r:f% . 51� TYPICAL I AS _ f - - `'1 SUfiNfi kb I HUN 1 I o :. SL` NUIE 4 x 150mn F - ONC PAD E to ° v NOTE 4 1 50mn .LIN TYP TEA( p t i6') titOmn t4 "k OIA STFFt , 1 . TRACER WIRE ACC F3S PORT 5EE WF -01. WF -02 OR WF-03 0 3-PORTS 2 -PUH15 PROTECTION POST LOCATIONS PORT ORIENTATION w :OYES: „I) (ILTLR TO SECTION 45300 OF THE SPECIFICATIONS N21 PROTFCTION POSTS SHALL BE INSTALLED AS CALLED FOR ON THE PLANS OR AS DIRECTED BY THE y :ENGINEER PER WM-04: 26 .). WHERE CURB OR BERM FXTST OR ARF TO RF INSTAI 110 LOCATE FIRE HYDRANT 750m (2' {, ") f BACK OF FACE WHERE SIDEWALKS ARE CONTIGUOUS W11H GIRO LOCATE FIRE HYDRANT 500nm.(2' -0 ") BACK OF SIDEWALK ALL OTHERS LOCATE FIRE HYDRANT 900m (3' -0 „) FROM PROPERTY LINE AS SHOWN ABOVE UR AS DIRECTED BY THE ENGINEER 3 '.I FIRE HYDRANTS SHALL BE INSTALLED WITH THE LARGEST PORT P €APENOiC.ULAR TO THE STREET 19 ) AN EASEMENT MAY BE NEEDED DEPENDING ON LOCATION OF FIRE HYDRANT e 61 IF THE CONCRETE SLAB IS TO BE INSTALLED ADJACENT TO A CONCRETE CURB T OR SIDEWALK A COLD JOINT STRIP SHALL RF INSTAI( FO ° 7). MATERIALS:`AAI I P.F SPI FCTFD.. FROM THE APPROVED MATERIALS LIST: LEGEND 014 PLANS FIRE HYDRANT LOCATIONS RATER AGENCIES STANDARDS AND PORT ORIENTATION COMMITTEE APPROVAL: 09/6512001 DRAWING NUMBER wr OA MAINTAINED MAIINT YAWED 7 8 T 1 P11+ R/W OR EDGE OF EASEMENT 6 12.. x - 31n ( 1Q' )MAX 5. ' ' , 5'} 1 SEE NOTE 6 T t0 i� ,3 ' s Y. 450mn I` FF � 4 � 3 2 i FL OW .:- 1/m IL W.. 2 3 00 PER WAS PER AGENCY OF REDO IR JUHIS IC r 10 7 8 72 NOTES. a 11 1) REFER TO SECTION 15112 OF THE SPECIFICATIONS 2) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP-01 3) LOCATE BAC01 -OW PREVENTION DEVICE (BPD) IN SUCH A MANNER THAT WILL DETAIL 'A' ALLOW THE DEVICE TO BE READILY ACCESSIBLE FOR INSPECTION +Z REPAIR SEE NOTE 1 4:) STRAINFIS SHALL NOT BE INSTALLED PRIOR TO THE FIRST SHUT -OFF VALVE: 5) ALL ABOVE GROUND PIPING. UNIONS. ELBOWS. & NIPPLES SHALL BE SOLDERED OR THREADED BRASS 61 INSTALL A CASING ENCASED IN CONCRETE WHEN THE DISTANCE BETWEEN THE METER BOX AND THE RISER TO THE BPD EXCEEDS 450rm 118 ') 7:) INSTALL AN PRESSURE REDUCING VALVE IN LIEU OF T14E FIRST 9 0° Fit . WHEN SYSTEM PRESSURE EXCEEDS. 1.03 MPO (150 PSI) OR WHEN RECOMMENDED BY THE BACKFIOW MANUFACTURFR 8) TESTING SHALL 61 CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF RP W THE SPFC.IFICATIONS PRIOR TO ACCEPTANCE BY THE DISTRICT 9) BPD 4 APPURTENANCES INSTALLED FOR THE USF OF RFCYCLED WATER. SHALL RP nTM HE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPFCIFICATIONS 101MATERIALS SHALL BE SELECILD FROM THE APPROVED MATERIALS L15T LEGEND ON PLANS N TT.M SIZE AND DFSCRIPTION ITEM U NO SIZE AND DESCRIPTION ° 1 METER VAULT & METER ASSEMOLY.SEE WS-04 II REUUCEU :PRESSURE BACKFLOW DEVICE 2 PVC OR OUCTILF IRON PIPE. 9 FNCITISURE (OPTIONAL) 3. 1 PI : x. Fi G OR Md /PO x FI.G 900 BEND 10 ADJUSTABLE VALVE SUPPURI g 4 ]CONCRETE THRUST BLOCK SEE. WT 01 11 CUNCHF IF S: AB. MINIMUM 100mp1 i4 "1 5 FLANGED DUCTILE IRON P!PF I THICK x 800mm 136 ") WIDE I FLANGE ^v 90° BEND. SEE NOTE 7 12 FLANGED ANGLE PRESSUHL REDUCING VALVE 7 1 FLANGFD RFSTI,IENT WEOCF GATE VALVE ,.SEE NOTE I. 100mm (4 ") AND LARGER REDUCED 'WATER AGENCIES STANDARDS PRESSURE BACKFLOW PREVENTION DEVICE 1COMMITTEE APPROVAL 03/01/2001 k I DRAWING NUMffVx WR -02 REVISIONS I APPROVED I DATE TRCH `WIDTH SCL EN CHART BCLQW I PTNTSHFD GRADE MAXIMUM ALLOWABLE SLOPE. L k C FOR EXCAYATI0 PEH IRE 6i. ,'f I T• - s RLQUREMENTS OF CAL /OSHA m s P i r ISOmn t6"1 WIDE WARNING/ r ` � IFICATF0 TAPE AS € T r`-"- SHOWN ON WP -DI TRACER WIRE A -• SHOWN ON WP-01 .� POTABLE WATER OR RECLAIMED !' WA WATER MAIN OD _ ..IMPORTED. GRANIIt AR MATERIALS MEETING 'REOH IRFMFNTS OF THE SPECIFICATIONS LLt 4 BOP EtEV 3GOmm 4.5 "i MIN BEDDING TRENCH SECTION NOTES: 1) REFER TO SECTION 02223 OF THE SPECIFICATIONS 2) PAVING OR PAVEMENT REPAIR TO BE DONE IN ACCORDINACE TO CITY OR COUNTY STANDARDS e ",. 31 EXCAVATE BELL HUI_tS At EACH PIPE JUINI TO PEidMIi PROPEH ASSEMBLY AND INSPECTION OF THE ENTIRE ,'OINT L. 4) ALL PIPELINE TRENCHES S14ALL BE EXCAVATED SO THAT THE OISTANCF BETWFFN TRENCH `G WALLS AT THE TOP OF PIPE SHALL BE AS SHOWN BELOW! ._ TRENCH WIDTH I I NOMINAL PIPE INSIDE CIAMLTLR MINIMUM DISTANCE: MAXIMUM DISTANCE )OOmn l4 "1 A tMALLER. 450nni(18 "T _. 704mn[2A`"I 15011/0 8 20Qrm (6" R 8 ") 600mn (24 ") 800mn (3.2. "). 2SOtrm & 300)rm (10" & 12 ") 7GOrrm (28 ") 904)rm (3E "). T400m ITINU `JOOmm (16" OIRU 36 ")IOD PLUS 600Trm(24")IOU PLUS 900mnC36" 51 'OH BEDDING AND BACKFILL OF SEWER FACILITIES Stt SP -O? PIPE BEDDING AND TRENCH. BACKFILL I WATER AGENCIES STANDARDS FOR POTABLE AND RECYCLED WATER MAINS COMMITTEE APPROVAL Cemann0l DRAWING NDNBFIR' WP 02 1DOmd (4 ") 225mn (g„) 10 it FINISH. CURB GRADE FINISH GRADE—,,,.. '° , s B.. €jj....k 0 _ 12 � 4 o 1 a~ N z NOTES: r :III REFER TO SECTION 15057 OF THE SPECIFICATIONS -% 2) INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 3) SET TOP OF MFTFR BOX FLUSH WITH SIDEWALK. CURB OR FINISH GRADE 4) LOCATE METER BOX AS SHOWN ON WS-03 S (2 ") E E 5 5. OWN ON WP-01 Omn 5) INSTALL WARNING /]U NT tF ICATION TAP A H 61 MATER LATERALS INSTALLED FOR THE USE OF RECLAIMED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 50 7) CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 8) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS iNOM S1 ?£ AND DESCRIPTION 'NOM 512E AND DESCRIPTION 1 SIZE x SOmm (20) SERVICE SADDLE 8 SOmn (2 ") BRONZE ANGLE METER STOP WITH LOCKWING 2 WATER MAIN 3 50mn 12 ") BRDNZE CORPORATION STOP 9 TRACER WIRE (AS REQUIRED). SEE WP -01 4 50Mn (2 ") It REQUIRED LENGTH COPPER: 10 WATER METER FURNISHED AND INSTALLED PIPE TYPE "K ":SOFT /RIGID. 'BY THE WATER AGENCY. OF JURISDICTION 5 50mn (20) BRONZE COMPRESSION COUPLING 11 -METER BOX WITH LID. ? COPPER TO COPPER FIF REOUIRED) 425mm x 750,m 1'17 "x 30 ") 6 50mm (ZV ) 90° BRONZE COMPRESSION ELL 12 CUSTOMER SHUT -OFF VALVE (LOCKABLE) 7 1 10nn Cis ") RUCK, 100mn x 150mn. (4 ".TO_6 ") DEEP WATER AGENCIES STANDARDS 50rrin W) WATER SERVICE INSTALLATION CDMYIrrEE AP1'RD?/AL• iv /zow BRAVING NUMBER= WS-02 1 Vf CAlJf MAIN 450mn (9 T3 ") EXIST MA1F GGNGRt tF PL UG i Na E 2 BEI w END OF EXIST MAIN R e NOTES! v 1) REFER TO SECTION 15000 OF THE SPECIFICATIONS n 2) WATER AND HFCYCL1,0 WATER MAINS AND SEWER - LATERALS 100m (4 ") DIAMETER AND SMALLER SHALL HAVE A SHORT SECTION OF PIPE RFMOVED AND PIPE ENDS 3'NC.ASED IN CONCRETE °. 3.) EXISTING MAIN 1G BE PLUGGED WITH CONCRETE OR PRESSURE GROUTED AT INTERVALS OF ABOUT Gtm (200') OR AS DIRFCTFD R1 T•IF DISTRICT FNGINFFR ' If 4) EXISTING MAINS 400)nn (IB ") AND LARQLR. REQUIRE THE ENTIRE LENGTH OF THE PIPE TO BE FILLED BY PRESSURE GHOUiiNG OR BY BLOWN SAND � 5) EXISTING VALVES SHALL HE IUHNLU 10 THE CLOSED POSITION, REMOVE E E— F GATC WELL AND REPLACE WITH COMPACTED BACKFILL 6) FOR ABANDONMENT OF MANHOLES SEE SM -08 _3 3 7; PRIOR DISTRICT APPROVAL REQUIRED FOR CUTTING & PLUOCINC LEGEND UN PLANS UTTING AND PLUGGING ABANDONED WATER, WATER AGENCIES STANDARDS RECYCLED WATER AND SEWER MAINS Q�MIrrEE AePRQvaI.: a3 /D tizOOi DRAWING NUMBER WP` -0 3 ml 1� �F x<1A BEND CROSS REDUCER USE SHORT %1 F (.. V W1nTH TEE PLAN STREET/GROUND z SURFACE TEE ELEVATION VERT BENDS PLAN END CAP VERT BENDS ELEVATION FOR ADDITIONAL THRUST BLOCKS. ANCHOR BLOCKS AND NOTES SEE: WT-04 (2 OF 3) & (3 OF 3) CONCRETE THRUST AND ANCHOR WATER AGENCIES STANDARDS BLOCK INSTALLATIONS COMMITTEE APPROVAL 03101/20CI DRAWING NUMBER W-1---O 1( 1 OF 31) REFERENCES DATE BENCH MARK SCALE SAN DEC�UTO WATER DISTRICT ISW, �d rbf MONUMENT STAMPED LS 4539 PER AS SHOWN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED MAP NO. 11795. ACCEPTED AS HORIZONTAL 1 "=20' BY. DATE: DATE: 09/06/05 BY' CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER R.C.E. N0. 25142 OF THE BNDRY OF MAP NO. 11795. VERTICAL Lee S. Wooten ENGINEER DATE: — SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. 12 -31 -05 s� P� T,R PST PRIVATEL. Apt VTA I NED MA'�NT6�` I N E I P/1 . RIW OR 12 4 ... EDGE OF -...� r AirMfNT \ L -� 3senm ')MMAJ(�� 3m I AX SEE NOTE 6 E\ DETAIL `A' SEE NOTE 7 €jj....k � t _ r -% L V l� s T J ( 4 PER CT PNUIL�z 11 HEFEH IU SECIIUN 14117 OF IRA SPEGkt 1CATkONS 2) 1NSTAiI WARNING /tOENT IF (CATION TAPE AS SHOWN ON WP -01 3) LOCATE BACKFLOW PREVENTION DEVICE (BPD) IN SUCH A MANNER THAT WIII ALLOW THE DEVICE TO BE READILY ACCESSIBLE FOR INSPECTION & REPAIR G) STRAINERS SHAII NOT RF INSIA111k0 PRIOR TO THE FIRST SHUT -OFF VALVE 3) ALL ABUYL GROUND PIPING, UNIONS, ELBOWS. 4 NIPPLES SHALL BE SOLDERED OR THREADED BRASS 61 INSTAL. A CASING ENCASED IN CONCRETE WHEN THE DISTANC[ BETWEEN T}fC METER BOX AND THE RISER TO THE BPD EACELUS 45011!1n (18 ") 7) )NSTA(I AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90" ELL WHFN SYSTEM PRESSUHE EXCEEDS 1.03 MPG, (150 PSI) OR WHEN HECUMMIENDED BY THE BACKFLOW MANUFACTURER 8) TESTING SHAH RF CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF � THE SPECIFICATIONS PRIOR 10 ACCEPTANCE UY THE DISTRICT 9) BPD & APPURTENANCES iNCTAilFr) FOR THE i1SE OE RFC YCI FD WATER SNA1i K DE )UENTIFIEU AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 10iMATERIALS S)IM L HI; SLLLCiED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS 3 TTFM S17F AND DESCRIPTION ITEM SIZE AND DESCRIPTION NO NO c r 7 METER BOX 8 M f N A Y G R T L L �JLMFtL BRASS OR COPPER PIPE SEE NOTE 5 SEC WS 01 & WS -02 7 75mn ; ?'} 1 UNG NiPPi F St.E N011, h r SCH 80 PVT. 13HASS UH (,UPPFR PIPE 8 (TALI VAL " F "SHUT UT OFF' 3 €f.CNCRFTF THRUST ULOCK SEE AT 01 9 REDUCED PRESSURE OACKFLOW DEVICE 9."° Fi S VOTES S & T _ _tG _ EN L`1SURE O R TIONAI ) 4 ILiNCIIEIL S-Ab. MkNTMUM luorm 14 "7 11 UNION SEE NOTE 5 NOTES -- TIIICK x 450m:, :18 "i W)DC i2 I ANGEL S'RV ;•t:C F1OTt., 5 & 7 19MM THRU 50MRR (3/4" THRU 2 ") REDUCED WATER AGENCIES STANDARDS PRESSURE BACKFLOW PREVENTION DEVICE COMNITrEEAPeROVAL 03,01ra001 DRAWING NUMBER; W R —01 APPROVALS APPROVED BY: DATE: - NOTE: CONTRACTOR IS REQUIRED TO POT HOLE & VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. .^.TTY Of = ENCINITA8 ENGINEERING SERVICES DEPA ENCINI TAS COMMUNITY LIBRARY STANDARD DRAWINGS WORK PROJECT NO. DRAWING N0. C7 SHEET 7 OF 13 Cr 3 -0 n O 1 U `0 U N I U (7 n Of O U w 0 4 J 0 U LI w S 0 O ■e S t i S t C C a WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION, PROPOSED ENCINITAS LIBRARY, CORNISH DRIVE AND D STREET, DATED NOVEMBER 21, 2004 BY K2 ENGINEERING, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING MEETING WAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN -. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. B. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A SEWERS - CITY OF ENCINITAS PUBLIC WORKS - SANITARY DIVISION (760) 633 -2840 B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1 -800- 411 -7343 C. WATER - SAN DIEOGUITO WATER DISTRICT (760) 633 -2709 D. TELEPHONE - PACIFIC BELL 1 -800- 310 -2355S E. CABLE TV - COX COMMUNICATIONS (760) 806 -9809 ADELPHIA COMMUNICATIONS (760) 931 -7000) 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 3. THE CONTRACTOR SHALL_ GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. C. GRADING 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SWILL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 90 PERCENT (ASTM D1557 -91). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS AND THE SOILS REPORT. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. DEBRIS FILLS SHALL NOT BE PLACED WITHIN THE PROJECT SITE. SDWD WATER NOTES FOR IMPROVEMENT PLANS CITY OF E 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. STREET IMPROVEMENTS EAST "E" STREET D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT AT (PHONE NUMBER). 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %)• SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90 % COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. E. HYDRO -SEED 1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO- SEEDED GROWTH. 3. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: A. 20 LBS. PER ACRE OF ROSE CLOVER B. 20 LBS PER ACRE OF ZORRO FESCUE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) F. 1/2 LB. PER ACRE OF DIMORPHOLECA G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDRO- SEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. H. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDRO- SEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB -SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO -SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO- SEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: A. TRACK WALKING SLOPES STEEPER THAN 6:1. B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. 2. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY: A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK RECORD DRAWING 07/31/08 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. HORIZONTAL 1 " =20' BY: VERTICAL CORNISH DRIVE EAST "D" STREET ENVIRONMENTAL DATA: 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5 2) MAXIMUM VERTICAL DEPTH OF CUT = j 3) MAXIMUM VERTICAL DEPTH OF FILL = 4) AVERAGE DEPTH OF CUT = 5) AVERAGE DEPTH OF FILL = WIN 170 C.Y. X 27 4,590 C.F. = 2.2i- 28,290 S.F. 75 C.Y. X 27 2,025 C.F. = 0.1' 28,290 S.F. I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES AND ONE COMPLETE COPT OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: EXP. DATE: �_1 1 . •:. CUT = 170 C.Y. FILL = M C.Y. IMPORT /EXPORT = 2,. C.Y, OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE MATH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. Br: PRINT NAME RCE NO: P&D CONSULTANTS 8954 RIO SAN DIEGO DRIVE, STE. 610 SAN DIEGO, CA 92108 619 - 291 -1475 JOB NO. 048175699.E202 DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE PT_1t4 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. N0. 25142 Lee S. Wooten ENGINEER DATE: EXP. 12-31 -05 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 14. APPROVAL OF THIS PLAN BY THE SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., THE LINE CROSSING, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OR PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OR BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 17. MAXIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 18. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. DATE 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT RE EFFECTED BY THEIR PROJECT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BELL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FPPT PLAIN END PIPE LENGTH TO FROM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE. 22. CONTRACTOR IS REQUIRED TO POT HOLE do VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN SAN DIEGO REGIONAL STANDARD DRAWINGS APPROVALS APPROVED BY. DATE: D -2 CURB INLET - TYPE B D -10 STORM DRAIN CLEANOUT - TYPE B D -60 PIPE BEDDING AND TRENCH BACKFILL D -63 CONCRETE LUG G -1 CURBS AND GUTTER - SEPARA TE G -2 CURB AND GUTTER - COMBINED G -7 SIDEWALK - TYPICAL SECTION G -12 CROSS GUTTER G -24 TRENCH RESURFACING TYPE A & B G -27 CURB RAMP - TYPE A AND B S -3 SEWER MAIN CLEANOUT S -13 HOUSE CONNEC77ON (SEWER LA 7FRAL) The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. �PE i■ D1 Z :4&31 Z I i - - STREET IMPROVEMENTS - TITLE SHEET WORK PROJECT NO. Underground Service Alert CaII:TOLL FREE 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENGINEERING SERVICES DEPARTMENT DRAWING NO. C8 SHEET 8 OF 13 Z 0 N O O C 'c IC HERRINGBONE GROOVES 1 /4 "x1 /4" WIDE 1 1/2 $9 APART GROOVES SHALL BE ALLIGNED PARALLEL TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPIATE CROSSWALK 12" BORDER W/ 1/4- GROOVES 3/4" OC SPECIAL PEDESTRIAN RAMP NTS - - - -- ----- --- --------- - - - - -1� VC= 185.00' ,r ,n n.I ^I IMM Mr IML. •n rA$ n nM f 1 L II..pT VVI \Y 1 \L1VI \1� TV.VT V.Ya P� URB Z 12 +00 0 ------ --r - - - - -_ - -- — — — — -- C) G - --_n G N G r-- �— G ,7 G N 10 +00 11 +00 83'24'02 "E o EAST "E" STREET - - -- _,v, _..__ - -- - . - -- w - — w - - -- -- _ vv — GROUND DENSEy; DENSE GROUND BRUSH`' BRUSH — j — — OBSCURED OBSCURED ___ 1 _ ( BY DENSE BY DENSE �) — -, L L — — — j DENSE TREES I TREES Fill) — TREES DISPOSITION NOTES F1 PROTECT IN PLACE. E2 ADJUST TO GRADE. F4 EXISTING WATER METER TO REMAIN. NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER LINE PRIOR TO CONSTRUCTION CONSTRUCTION NOTES SAW CUT AC PAVEMENT. SEE DETAIL "CITY OF ENCINITAS METHOD FOR JOINING TO EXISTING PAVEMENT. REMOVE EXISTING SIDEWALK, CURB & GUTTER. CONSTRUCT 6" PCC CURB & GUTTER PER SAN DIEGO REGIONAL STD DWG G -2 TYPE G. REMOVE EXISTING AC PAVEMENT. CONSTRUCT 10' WIDE CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DWG G -12. CONSTRUCT 4" AC PAVEMENT OVER 6" CLASS II BASE. REVISIONS APPROVED DATE REFERENCES BENCH MARK RECORD DRAVANG 07/31/08 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. CONSTRUCT 5' SIDEWALK PER SAN DIEGO REGIONAL STD DWG G -7. REMOVE EXISTING AC BERM. LEGEN ® AC REMOVAL CONSTRUCT AC PAVEMENT "a:= CONSTRUCT PCC PAVEMENT SCALE HORIZONTAL 1" -20' BY- 1 " =4' DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE 13 +00 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. N0. 25142 Lee S. Wooten ENGINEER DATE: EXP. 12 -31 -05 14 +00 APPROVALS APPROVED BY: DATE: CURB RETURN A= 81'06'44" 1'9 " AAf 15 +00 -SEE "SPECIAL PEDESTRIAN DAMP" DETAIL THIS SHEET 3 0 i U i U 0 0 D' 0 U w T 6 J N 6 C U w no 0 00 N 0 0 i STREET IMPROVEMENTS /► E AST E ST. y t I SCALE: 1"=20' C 0 20 40 60 ZwITY OP ENCINITA 3 ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY STREET IMPROVEMENTS - c 9 EAST "E." ST. WORK PROJECT NO. SHEET 9 OF 13 04 J 7_1 12-5 to + N C6 Z3 5 Q o uj N j LEY 1 p0. 1 - I - 4� - 4 — - _ )I - t � ._ __ L0 tO N — _. c O 1:2 } > a J o'� i a __ --' - # -+-- T_ OPOSE 1 J t to - -AA. + I W CEVTI=R��. } jI W — � _ T + w N -.-- - - r t _ - - _ I�--_- 52 � O 0 m> k LO M (o © 1f1- � > n � 4 _ �� N M M 0 L0 I N 1L 0 a_ uj ' d ao � lHQ O > �n I L 0 N N ODIn _ -. - ___1__+ ! � . - ' — — I s- - - I P 1-5 EXISTING S U + P OD lid 00 OD— u') ._ + N ! o� i6 i + if3 t 0 10 20 HORIZONTA - ` ALD 0 2 4 VERTICAL t � i I t j 4 r s � I - F 1 2 1 f } Z 12 +00 0 ------ --r - - - - -_ - -- — — — — -- C) G - --_n G N G r-- �— G ,7 G N 10 +00 11 +00 83'24'02 "E o EAST "E" STREET - - -- _,v, _..__ - -- - . - -- w - — w - - -- -- _ vv — GROUND DENSEy; DENSE GROUND BRUSH`' BRUSH — j — — OBSCURED OBSCURED ___ 1 _ ( BY DENSE BY DENSE �) — -, L L — — — j DENSE TREES I TREES Fill) — TREES DISPOSITION NOTES F1 PROTECT IN PLACE. E2 ADJUST TO GRADE. F4 EXISTING WATER METER TO REMAIN. NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER LINE PRIOR TO CONSTRUCTION CONSTRUCTION NOTES SAW CUT AC PAVEMENT. SEE DETAIL "CITY OF ENCINITAS METHOD FOR JOINING TO EXISTING PAVEMENT. REMOVE EXISTING SIDEWALK, CURB & GUTTER. CONSTRUCT 6" PCC CURB & GUTTER PER SAN DIEGO REGIONAL STD DWG G -2 TYPE G. REMOVE EXISTING AC PAVEMENT. CONSTRUCT 10' WIDE CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DWG G -12. CONSTRUCT 4" AC PAVEMENT OVER 6" CLASS II BASE. REVISIONS APPROVED DATE REFERENCES BENCH MARK RECORD DRAVANG 07/31/08 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. CONSTRUCT 5' SIDEWALK PER SAN DIEGO REGIONAL STD DWG G -7. REMOVE EXISTING AC BERM. LEGEN ® AC REMOVAL CONSTRUCT AC PAVEMENT "a:= CONSTRUCT PCC PAVEMENT SCALE HORIZONTAL 1" -20' BY- 1 " =4' DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE 13 +00 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. N0. 25142 Lee S. Wooten ENGINEER DATE: EXP. 12 -31 -05 14 +00 APPROVALS APPROVED BY: DATE: CURB RETURN A= 81'06'44" 1'9 " AAf 15 +00 -SEE "SPECIAL PEDESTRIAN DAMP" DETAIL THIS SHEET 3 0 i U i U 0 0 D' 0 U w T 6 J N 6 C U w no 0 00 N 0 0 i STREET IMPROVEMENTS /► E AST E ST. y t I SCALE: 1"=20' C 0 20 40 60 ZwITY OP ENCINITA 3 ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY STREET IMPROVEMENTS - c 9 EAST "E." ST. WORK PROJECT NO. SHEET 9 OF 13 152 150 148 146 144 142 146 144 142 140 138 136 134 132 130 128 I UU +UU CONSTRUCTION NOTES O SAW CUT AC PAVEMENT. SEE DETAIL "CITY OF ENCINITAS METHOD FOR JOINING TO EXISTING PAVEMENT. O2 REMOVE EXISTING SIDEWALK, CURB & GUTTER. O3 CONSTRUCT 6" PCC CURB & GUTTER PER SAN DIEGO REGIONAL STD DWG G -2 TYPE G. O4 REMOVE EXISTING AC PAVEMENT. O CONSTRUCT 4" AC PAVEMENT OVER 6" CLASS II BASE. O8 CONSTRUCT 5' SIDEWALK PER SAN DIEGO REGIONAL STD DWG G -7. 11 CONSTRUCT PEDESTRIAN RAMP TYPE "D" PER SAN DIEGO REGIONAL STD DWG G -31. 12 CONSTRUCT PEDESTRIAN RAMP TYPE "A" PER SAN DIEGO REGIONAL STD DWG G -27. 14 CONSTRUCT CROSS GUTTER AT ENTRANCE PER SAN DIEGO REGIONAL STD. DWG. G -12. 17 CONSTRUCT TYPE "B -1" CURB INLET PER SAN DIEGO REGIONAL STD DWG D -2. L =10', V= 4.20', Y =4' F ONTRACTOR IS D TO POT HOLE & DEPTH OF WATERLINE O INSTALLATION OF RAIN REVISIONS JAPPROVED1 DATE I REFERENCES RECORD DRAWING 1 107/31/08 0 r o J; 9. -+._ o ,. 00 vi rn 8 I U � w V~i w z w w w o N 7 iai 20 1 In Car r _ _ N TE: CONTRACTOR TO FIELD VERIFY f 1 n A nn 0 It ux. _ OU lu l-l-uu I VLTVV vv i vv v . . vv I V JtVV F1 PROTECT IN PLACE. ❑ 2 ADJUST TO GRADE. r' AC REMOVAL i�bv CONSTRUCT AC PAVEMENT CONSTRUCT PCC PAVEMENT DATE BENCH MARK SCALE SAN M-GRO WATER DISTRICT lsw 01 1 f 8,d ;V MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED MAP NO. 11795. ACCEPTED AS 1 "=20' 09/06/05 CNTRLINE INT. AT ANGLE POINT IN HORIZONTAL BY: DATE: DATE: BY: 1 " =4' R.C.E. N0. 25142 "D" ST. AT MOST SW'LY CORNER VERTICAL DATE: — OF THE BNDRY OF MAP NO. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE Lee S. Wooten ENGINEER EXP. 12 -31 -05 APPROVALS APPROVED BY: DATE:. L =0.4J: T =3.33' 156 154 152 150 148 146 144 142 140 138 136 140 138 136 134 132 130 128 126 124 122 120 CURB RETURN DATA p= 36'52'12" R =10' L= 6.435' T =3.33' EMOVE EXIST. ;LAND - SEE SHT C11 REMOVE EXIST. ISLAND - SEE SHT C11 -/ ENCINITAS LIBRARY - STREET IMPROVEMENTS SCALE: 1 " =20' CORNISH DRIVE 0 20 40 60 CITY OP ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY CORNISH DRIVE clo WORK PROJECT N0. SHEET 10 OF 13 v4 3 8 0 6 STAB 104 +00 U -fD -- - _ o�� -> -- — - P m CD - - a Ld B R , 0 ILA N O ..%.... it ._ -... O F. -_. 1 0_._ < { O fi5 34' F _. _. o� 000 _ to Lo tr) o It •- rn �0 C.4 -� - O 0D o - -°o -e < c6 ao Er -t: - M U M Car r _ _ N TE: CONTRACTOR TO FIELD VERIFY f 1 n A nn 0 It ux. _ OU lu l-l-uu I VLTVV vv i vv v . . vv I V JtVV F1 PROTECT IN PLACE. ❑ 2 ADJUST TO GRADE. r' AC REMOVAL i�bv CONSTRUCT AC PAVEMENT CONSTRUCT PCC PAVEMENT DATE BENCH MARK SCALE SAN M-GRO WATER DISTRICT lsw 01 1 f 8,d ;V MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED MAP NO. 11795. ACCEPTED AS 1 "=20' 09/06/05 CNTRLINE INT. AT ANGLE POINT IN HORIZONTAL BY: DATE: DATE: BY: 1 " =4' R.C.E. N0. 25142 "D" ST. AT MOST SW'LY CORNER VERTICAL DATE: — OF THE BNDRY OF MAP NO. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE Lee S. Wooten ENGINEER EXP. 12 -31 -05 APPROVALS APPROVED BY: DATE:. L =0.4J: T =3.33' 156 154 152 150 148 146 144 142 140 138 136 140 138 136 134 132 130 128 126 124 122 120 CURB RETURN DATA p= 36'52'12" R =10' L= 6.435' T =3.33' EMOVE EXIST. ;LAND - SEE SHT C11 REMOVE EXIST. ISLAND - SEE SHT C11 -/ ENCINITAS LIBRARY - STREET IMPROVEMENTS SCALE: 1 " =20' CORNISH DRIVE 0 20 40 60 CITY OP ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY CORNISH DRIVE clo WORK PROJECT N0. SHEET 10 OF 13 _-_- — � — T I -- - - - - _ - -- TT � { - - - � - i —_ — ( j - - � } -' r T _ j.a� I �' I --- - - -- T , I s � i ; �I I { ( - - - - � — � -- - - � _ -- - - � - -- - J1 I T — � —� - I I I - I — - - -�'-" - , � � � I i I r - T � T - - - - � - � — - rt� . � - - --_ - I i i rt T , - - II f F T - - - { ` ` S � - -. - �( � I - - — ( - - . - �(� - T ,._��, I __- _-_� �j -_- - _ --T , 1i -- - �tIi - T - -- - -'iI j- - -4- -7 + 4a— T---- -- ------- 00 LO 4— 4-- Ln —tq t — —4" 4 �n 4 7- it Cq 4+2+ —14 E)(IS1ING (t I TI- - 4-- --4 -4- 4 T liff vt;-- PIt-�* - - -- ' — S kvi%o i C) 41, 1 1 U, I I LO LO -=-Ky Ui 00 0 to to 011. 4 LLJ 0 Gj V) LU --�>- LLJ W f> > > --------- ALJ 00 La 4 A A 0 1 -4- W z 02- V)!M: f 2.1 t �A 44� 5 ftz 6�1 4 4- -4- 01(o L + L I + T T- t 4 -4- C4 IL 00 �c A -4-T --7---- -4-4- 17 ff - -- T -4- 1 - T —44— T - -- ---- --T 4-- ---------------- ----- HORIZONTAL -4- - 4- 7-47 i -- --+--t- 0 10 20 4- J-- - - VERTICAL 4 ------- 0 7 2 4 16+00 17+00 18+00 19+00 20+00 21+00 DISPOSITION NOTES F 1-1 PROTECT IN PLACE. R2 ADJUST TO GRADE. 135 D By N83*22'35"IE EAST "D" S - - - - - - - -- - - - 1�35_ 130 125 0 G ��h P �G 17+00 9 146' --- �, � 0 13.5 La LLJ 125 N?�� I I Q) NOTE: CONTRACTOR IS CO' I TO POT HOLE & I y VERIFY DEPTH OF WATERLINE To TO INSTALLATION OF STORMDRAIN 96'2 E-=6. ,I-10*00' 71' - 18+00 ---------------- G �F —2"HPG GAS U6 0 % 0 --------------- kip= 1,0--ry-o ftzl LVEWAX G 3 0 6 19+00 4 XI j- 'v JZ, 2 14 A=83* R=6.00' �J L=8.76' T=5.37' SEEI'F71 �CMCAL PLAN l Lr S/ \j CONSTRUCTION NOTES CONSTRUCT 4" AC PAVEMENT OVER 6" CLASS 11 SAW CUT AC PAVEMENT. SEE DETAIL "CITY BASE. OF ENCINITAS METHOD FOR JOINING TO CONSTRUCT 5' SIDEWALK PER SAN DIEGO EXISTING PAVEMENT. REGIONAL STD DWG G-7. ' REMOVE EXISTING SIDEWALK, CURB & GUTTER. 0 REMOVE EXISTING AC BERM. CONSTRUCT 6" PCC CURB & GUTTER PER SAN CONSTRUCT PEDESTRIAN RAMP TYPE "D" PER SAN DIEGO REGIONAL STD DWG G-2 TYPE G. DIEGO REGIONAL STD DWG G-31. (T) REMOVE EXISTING AC PAVEMENT. CONSTRUCT CROSS GUTTER AT ENTRANCE PER II SAN DIEGO REGIONAL STD DWG G-14 REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE SM DEQN0 WATM DISTRICT RECORD DRAWING 07/31/03 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS HORIZONTAL 1 " =20' BY: DATE: CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER VERTICAL 1 " =4' OF THE BNDRY OF MAP NO. 11795. 1 SIGNATURE EXPIRES 2 YEARS AFTER DATE NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER AND GAS LINE PRIOR TO CONSTRUCTION. CONTRACTOR TO USE CAUTION WHEN WORKING ADJACENT TO HIGH PRESSURE GAS MAIN. L ===J ----------------- 0 11C W --------- ------ W/ AC PAVEMENT LEGEND AC REMOVAL CONSTRUCT AC PAVEMENT CONCRETE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. No. 25142 Lee S. Wooten ENGINEER DATE: EXP. 12-31-05 APPROVE)i BY- DATE: SEE SHEET 13 FOR STORM DRAIN Aw SCALE: 1"=20' 0 20 40 60 The original CADD P'0'0' this drawing, issued for use in construction, is stamped and registered RECORD DRAWING These Record Drawings have been prepared based on signed by a information provided by the contractor and others. P&D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. 0C C: cc C CITY C*= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY STREET IMPROVEMENTS- C1 1 EAST 11D11 ST. WORK PROJECT NO. SHEET 11 OF 13 REMOVE EXIST & BASE TO k 96'2 E-=6. ,I-10*00' 71' - 18+00 ---------------- G �F —2"HPG GAS U6 0 % 0 --------------- kip= 1,0--ry-o ftzl LVEWAX G 3 0 6 19+00 4 XI j- 'v JZ, 2 14 A=83* R=6.00' �J L=8.76' T=5.37' SEEI'F71 �CMCAL PLAN l Lr S/ \j CONSTRUCTION NOTES CONSTRUCT 4" AC PAVEMENT OVER 6" CLASS 11 SAW CUT AC PAVEMENT. SEE DETAIL "CITY BASE. OF ENCINITAS METHOD FOR JOINING TO CONSTRUCT 5' SIDEWALK PER SAN DIEGO EXISTING PAVEMENT. REGIONAL STD DWG G-7. ' REMOVE EXISTING SIDEWALK, CURB & GUTTER. 0 REMOVE EXISTING AC BERM. CONSTRUCT 6" PCC CURB & GUTTER PER SAN CONSTRUCT PEDESTRIAN RAMP TYPE "D" PER SAN DIEGO REGIONAL STD DWG G-2 TYPE G. DIEGO REGIONAL STD DWG G-31. (T) REMOVE EXISTING AC PAVEMENT. CONSTRUCT CROSS GUTTER AT ENTRANCE PER II SAN DIEGO REGIONAL STD DWG G-14 REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE SM DEQN0 WATM DISTRICT RECORD DRAWING 07/31/03 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS HORIZONTAL 1 " =20' BY: DATE: CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER VERTICAL 1 " =4' OF THE BNDRY OF MAP NO. 11795. 1 SIGNATURE EXPIRES 2 YEARS AFTER DATE NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER AND GAS LINE PRIOR TO CONSTRUCTION. CONTRACTOR TO USE CAUTION WHEN WORKING ADJACENT TO HIGH PRESSURE GAS MAIN. L ===J ----------------- 0 11C W --------- ------ W/ AC PAVEMENT LEGEND AC REMOVAL CONSTRUCT AC PAVEMENT CONCRETE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. No. 25142 Lee S. Wooten ENGINEER DATE: EXP. 12-31-05 APPROVE)i BY- DATE: SEE SHEET 13 FOR STORM DRAIN Aw SCALE: 1"=20' 0 20 40 60 The original CADD P'0'0' this drawing, issued for use in construction, is stamped and registered RECORD DRAWING These Record Drawings have been prepared based on signed by a information provided by the contractor and others. P&D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. 0C C: cc C CITY C*= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY STREET IMPROVEMENTS- C1 1 EAST 11D11 ST. WORK PROJECT NO. SHEET 11 OF 13 REMOVE EXIST & BASE TO k NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER AND GAS LINE PRIOR TO CONSTRUCTION. CONTRACTOR TO USE CAUTION WHEN WORKING ADJACENT TO HIGH PRESSURE GAS MAIN. L ===J ----------------- 0 11C W --------- ------ W/ AC PAVEMENT LEGEND AC REMOVAL CONSTRUCT AC PAVEMENT CONCRETE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. No. 25142 Lee S. Wooten ENGINEER DATE: EXP. 12-31-05 APPROVE)i BY- DATE: SEE SHEET 13 FOR STORM DRAIN Aw SCALE: 1"=20' 0 20 40 60 The original CADD P'0'0' this drawing, issued for use in construction, is stamped and registered RECORD DRAWING These Record Drawings have been prepared based on signed by a information provided by the contractor and others. P&D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. 0C C: cc C CITY C*= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY STREET IMPROVEMENTS- C1 1 EAST 11D11 ST. WORK PROJECT NO. SHEET 11 OF 13 REMOVE EXIST & BASE TO k L ===J ----------------- 0 11C W --------- ------ W/ AC PAVEMENT LEGEND AC REMOVAL CONSTRUCT AC PAVEMENT CONCRETE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. No. 25142 Lee S. Wooten ENGINEER DATE: EXP. 12-31-05 APPROVE)i BY- DATE: SEE SHEET 13 FOR STORM DRAIN Aw SCALE: 1"=20' 0 20 40 60 The original CADD P'0'0' this drawing, issued for use in construction, is stamped and registered RECORD DRAWING These Record Drawings have been prepared based on signed by a information provided by the contractor and others. P&D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. 0C C: cc C CITY C*= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY STREET IMPROVEMENTS- C1 1 EAST 11D11 ST. WORK PROJECT NO. SHEET 11 OF 13 REMOVE EXIST & BASE TO k R I I CONSTRUCT 5' PCC SIDEWALK 2% NEW 6 "" PCC CURB AND GUTTER TYPE G -2 R i I I I C 30' I I 20' 18.5' I VARIES 12' TO 25' EXISTING AC BERM VARIES 2.0% — 6.07o \-- 4" AC PVMT 6" CLASS II BASE EAST "E" STREET - TYPICAL SECTION STA 13 +00.00 TO STA 14 +55.74 TI = 5.0 CONSTRUCT 5' PCC SIDEWALK NEW 6" -J PCC CURB AND GUTTER TYPE G -2 I 20' 1.0% 6" CLASS II BASE 18.5' TCH EXIST PLACE A 2X6 PT WOOD HDR FOR PVMNT EDGE VARIES 10' TO 15' SAWCUT 4" AC PVMT EXISTING EXIST AC AC PAVEMENT & I VAR 1.0% — 387. BASE - - - - - - - - - - - - -- \ 2' 2" COLDMILL REMOVE & REPAVE GND SAWCUT EXIST AC EXISTING PAVEMENT & AC BASE 2" COLDMILL REMOVE & REPAVE 30' 20' 18.5' ' REMOVE- EXISTING AC BERM L, �"'" VARIES 1.09; _ I SAWCUT SAWCUT REMOVAL EXISTING SHOWN AC ON PLANS CONSTRUCT 5' PCC SIDEWALK 0 0 0 0 2% 2' I ( 6" CLASS II BASE 2" COLDMILL 4" AC PVMT REMOVE & REPAVE CONSTRUCT 6" PCC CURB & GUTTER TYPE G -2 I EAST "D" STREET - TYPICAL SECTION STA 17+41.38 TO STA 19 +47.37 TI =5.0 CITY OF ENCINITAS METHOD FOR JOINING TO EXISTING PAVEMENT R i � CONSTRUCT 5' I PCC SIDEWALK I EXIST AC 2% 4" AC PVM PAVEMENT & LEGEND BASE VAR 1.0% — 2.8% VARIES 1.0% 3.6� _ _ — — -------- 72' - - ---� � _n sty w CONSTRUCT AC PAVEMENT NEW 6" 6" CLASS II BASE 2" COLDMILL CLASS II BASE PCC I AND GUTTER I REMOVE & 0 CONSTRUCT PCC TYPE G -2 REPAVE 1 3 a N U 0 U i U i 0 0 o' 0 U W T 6 U W i 00 0 r` 0 0 RECORD DRAWING The original CADD plot of CORNISHDRIVE - TYPICAL CAL SECTION use in construction, is this drawing, issued for These Record Drawings have been prepared based D � " » 4-j EAST E STREET — TYPICAL SECTION stamped and signed by a information provided a the contractor and others. P & :3 STA 100 +00.00 TO STA 104 +88.74 Consultants has not verified the accuracy completeness STA 12 +62.55 TO STA 13 +00.00 TI = 5.0 registered engineer. of these Record Drawings. Users of these R Record Drawings � TI = 5.0 assume all risk of loss resulting from their use. 0 U 0 ENCINITAS LIBRARY - STREET IMPROVEMENTS 43 TYPICAL SECTIONS REVISIONS APPROVED DATE REFERENCES DATE INCH MARK SCALE SAN DEGWO WATER DETFICT GN �tf APPROVALS CITY OP ENa1NITA8 ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECORD DRAWING 07/31/08 MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED ENCINITAS COMMUNITY LIBRARY MAP NO. 11795. ACCEPTED AS HORIZONTAL BY. DATE: DATE: 09/06/05 BY: BY: CNTRLINE INT. AT ANGLE POINT IN STREET IMPROVEMENTS - C12 "D" ST. AT MOST SW'LY CORNER VERTICAL R.C.E. N0. 25142 DATE: DATE: TYPICAL SECTIONS OF THE BNDRY OF MAP NO. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE Lee S. Wooten ENGINEER EXP. 12 -31 -05 WORK PROJECT NO. SHEET 12 OF 13 110 W i i __ - 1 -s --4- -- r- f• i i , i ' i r I r l t ( i E I n # I- ... i ; : ! r , , i $ f , 1 4 ._.._.z._ _,;-_ I i , 1 ; , , , E IN j t ILL y , i 4 : t , 2 t r i E 3 1 r T 't i r i { i .. r , ; f 3 i ! t f i t + , ...-. ._._ f i r ; i 1 i E ___.- °__� <__' °___ t Y. i, ! " , : f'- ;. t Y ._. °t .�.., i s. _.._j_. -___ C I i I I C t , i { { I , ; I t , , t y I i { r E r i : ( , I ! , 3 r I :. I ': . r j r ; I - -- ! I 1 : .; t i t i t , t ! I _ I i i ! I ' ' (__. F -- _ i >_ _ t _. -.{. __,� _._.j.... __ _ _ i_.___.p._. __ }.____t_.___, ; r , r t 4- .. : : , r I r, : i >z ! ; _J',_ r : , r I r , i -'t- 'i' t r 'i- -r I { - �{� I T' i , -' --i t {- -� ..___;...__ ____;_. _.....�_. _.i._. _- ,,..___ -a.. ...e._.__ Y _ ._a.._ � t _ ; r i f r _ }- - 1 i i � ,. I i i I r , f : , ! ! 1 f "}- l ; r � ' II t r ,r : r t r i �` ; i I t 7 i -4 I ....--- ._:.__.._ .._i... _ __'. -_ __...L._. __.... t i r -i- w _. _. A. 1... -�.__ ___ _. - ° _i_ F f �,_ - � . -a- - a _ - -I- _'-__ a i , _ - _- -" _ = - > I -- - a _ w .. - 1_. -_._ _:_ i -- -' -- ` -- s r r. r , : I , , r 1 4 "i- r : i y I { : ! ; i ; , i ( t '1 - -_. ' i L_ <_ -, ° -_ ._._- - -_-'- 5.,.. 1 i.. I i i f i I _ R 7 r , i : : I , , r ' r i r I i I ! I t ; -: ! t S (fit 1 c S j v i , 1 , ; { i i I 1 f I i - °._. -+ �- -_.. -' - -.. 1 � %-i�_ J- z - i_._.y._. °_ - �.._.. f ..;..- _�.. __ -.�,_ �. ..� _..-.7 -j. -._. -- __T.._ .L . _ ---- _; _ f t : f : j t , ! ^k } `i"` ^v Y : j i }- ._.__.;,....._ -t._._ _,. -...._ _ r r r r 1 j : I -_._.. '. -__-. ,..._.... .__.. ). - �/� yid -.... , , • Y I t 3. , r { i __.,.<_.,... 1 , __ __. -._.. 4 2 e : k I t , ! ) , i _..__._...._ .._.._ , : : i r t = ! j 1.�. r 1 ... _,, - i { , `-} , "'r-` t , ( 1 {.- , k i I" "i' _ 1-` � ' ... .- w...._..t .. _f- _ -..n- ..j ,... 1._. _ __.I- ._.._, . N r , 1 I_ a_ _ _ t.__- __ +. s { - -M_:, _i_ _- y _ -1 .._ _..,.,i_ <.,... i _.._...j_. , f -... .� .'...... _ , _, -L t_°_Z__._..,._....,..,. 1 F -f, _..... ti.._. -.... i _._ I I J j - i i i i a : f f _.._.. .._ , r , 1 1 t ! ; 4 tD - _ -- --. _.____.- - _I- - -.___. __.... l- --. -._ f r 3 r i ; ; _t__,._t ,,, __. -- c ! I I ! ,� �; i i , , r � ! ( r , - _ -_ #__. __ F _ CX _ 4'___i-_ _- __�..._. ___.. _._...a i i -+ _ _... _ -___ 1 , { s _ r,X _. -._ _i _ -- ._l _..� ».° .. -- _,.__.- -.____.,..._. _,,_-..__- E..___-.. __,.__, _- .._.____ i ! I + , i i i �% i .. _.�___1 i._ i , s I { i' In i Y i- t f mm � -i <_ .i -. ..}. .-r- s-- -_v - -_ ^ I 1 s Y_ - -___ , t _ -'�. . °}.__ ' r i __._..✓_ ...__. _. __ _ 1_.___.1 _._ ',___._ _-_- _. . { I t" j , , , i i 1 + -.. i + { -j' r r i i ' ' I i .. i _ ____: : i , - Y 1 I i I I ! : O r ____ ___ _- .._.._ .._ S- j _ »_. r : 1 Y :. i i ; { r _.. _,.., f.._...,__.__ __ __ -. ..__p __ -, _,.__. ...,. _. + i I i /''� : _. __._ -_ .___._... _.. ...__..�.X�. _ ._.. G : I , i 3 j ? { _T_ - _ _ +- _.-... I 3 _ . .___ _ _ -. __�._._ { I I' _ �l__.,.... __. ! t _ i i t. : j Y 1 4 T.._ _ _.- -? -__ -_ ; i { , , r , 2 i i i I : , i f i ' a : 1 d ' IN SH GRA E k E ! _ ; s 1 i I I s Q1 n _-t-. t- - -i.. -_ __t`. `- _-t_ y- . { _ - t 71 ! j : --,_._ ...._- _. - -1- - f rte« r_ + , ; : , I -t __ I f ! I 1 : : ' _ __s -- -.._ , i i , -- 4 f : i to .. -__. _ _._ 1 ; ! ___ ...'___ i I } - -- - 1 1 ! : i , I : __ ° s T : s i 1 + -i 1}- i ! ! - - , 1 i E i , - , i { -j 7 i -{..,. _ _ -4._ F I _ _ , { ; _ _..-_ .. _,- ,{._ -..._ b 1 S._...' -- f 1" r ! p _YL _...1.. --- -- y.__.,y._ t• - - ''- - -- I ; , , , r .. i i ^ f "F i r i i 1 I : , ^Y 6 - -„ Y I , , 1 3 I , I ; { p ; 4 -i- . k� , "�" - �" 3 I + t ? i i j ! i ' j l -1- { { 7 , !_ ; e r (- r ! :. 1 ) x r H , { 11 1 ;- - - --E-__ : ( s i _.F. - _l_ . " __....- +_..._. -.p. _, . ; 7.._._, <.__ j __Ci { •, _ ___T ._ ; I P. --_.._ }__.- q..._.� _ ___ _ ».�._ - -� _ -_. _. .,_....__L__ E. 1 i i i ___ __! -._. ._,.__y....,, { _ __ .i,w .., -#-__. -*__ 1 ._- j' _._a___•. -_ i.__, .__ , .. __.__ 77 �._._.__ t t t t : 1 ._.__ _ ___� -_ __._..�___. - -._..: __?___+._.._ i ! , , j i { __ _ _ -._j. _ -_ -. _ -.__ + _1_ i : { , : 3 __. .____ ___ ___L, -..__ �1 __ -_ _ - - - i i -- I -- r r { >, 4 ! i _. { i ! : I { i , : s __ a _.. 1 ( i t 11- c L`11 { f +�: -s ! I i i i I s 1 T I 3 4 i ; 1. �, f s i 3. -t +,___,...._ - _ ( : { 1 I __ '.. ___ _._ . i__._ -L.__ _ . _ 4 '! ' i y I 1 ..___ t.._ _. : t T , i , ! I , t -r y � t i _ ! » . E 0 4 A J7.�� r # ...__ . "}.,___..__ '-___. _ -._ � �...___. +.__ °`____...._.. ,- ___j.�_ __..,._.__., T i 2 ? j� i_- _- .._. -_.1._ __�._ -_._ ___ _ 1 ? 11 € t " _ - - � � 1 _� 3 i - - -_ - _-�_ s �-_ i. I 1 --r r ! E � <,, _�1 - �.. i j i i 4 !s- _+_ __,_ _ , ! ; I a E i € i ­1 , f 1. € f I 1 I t t i ; i t I j ! i ! i I -s- { 1 _ _.L___._ ! i I <. �- 3 .. _.y_. -- i_ '"i - ; , 'i- 1- i E s _ _. }._ <_ __?__.. _i' ._ _i .._ _ + _.Y _... I__....._,,.....-- .i.__.... S I « i ;._ �- t I I I 1 t 2 k t I , t r , I I 1 , _. < 2 i `' I i / I i I I i I i i i I 1 i i F i 1 t i -x I i I _. .i *.. - _,( I i i j a.i .._.$_. -.�-., i._ r .- »� -.._ y ..t - - -- - - I '_... �. : '-i - -._ -' - - - Y.._...- T' -__. ,..}._.._'!' -I - -_ __ �_.. } i ` _i t 1 , I ! i t i l f , I I ! k i ; 3 i j r i S : I i I 1 r , t 0 +62. ______ s t I 1 ( > -- °'i , tt S k i ' i i x- -I- __ i--- S t t t t , ._..__�.__a_ °° - _ >_.- ._.:T- ay.. 1 I i � ! _ __ 1.__ i i t , ; l { i I i r , i ; : ; I i k f s- �_ j , t , : I ! € f r [ `- { y F i , I i { i , : ! , ! { i r f i i k { t i I ! i i I �E : i__. '_.�. i , (i i V i , 1 I 1 ( I E r , I i ; i 1 � ; 1 i ! i - t ; , i t k _. .�_.< _ _- t__4 -_.__ i i i i 1 _ -_ - � , t k I f -. {_....- �„�__'t_ ,.. - j_...- __1. .},._._. f__ `4__ -_ _ i ! } f --i. _._- _-t___ Y - I,_. -._1 _.(< _ .}.. __ - ._ ! i r i ,- __ _`� _ '-f _� _ __ }_- �- �___._3' -_�-_ I ! h 1 ..__.,.. -.-. ._- -_'__- -- --_ - _....1__.. -..' ° °- i- }- I- I i I I i { S .._._. ..._ ____ __ -. - -- .i..r_i_, , ____j t �` -I" k , r 7 i r i I Y I __�.._... _.._t___-"-- ..,.-_.... -.__ ._..._- I -..-_ , I 4 'I_"`- -r : : i ; : ; , i r _i..____a_.___,,.__. .-,.... ., <__t ._' _- _-S"__ `_ -. s -i : I 2 �""" : -, _� { --# °t -r.. _-a_..._....q_ -- I .__.._. __._.,�_ .4.__.. ___. .__.t_.__ -i I r i 1 _._' "__.__..I _.' _,- .S._.._.. - 1 9 -. -_ --- -"'- -p--'-- i f- 4 i 1 ___'�._.�.'.._<,... -`- ---�. ->`.. ;__ "r--' _ T T { 4 t i i ---%_.- ( - - -�- -_-`+-.. _- `lt'- _-.. -Y j -_w { . _i- j __ -.]---I- --- ___ -- --i. _1 _., �.-i- 1 t ! M ; ._- I-.._, _ - _ Y 4I 1 t i i E _ I ,___ __ ___ _1 _.,.L. -. --{-. Y i I _. 'Y _ __ __ .�___. _•_ _. t , , : S .. ___a. .„,.„_.. _i __ -F 1 �i--- t c r t , , , I ; __._L- .°.. +... -. _.. ._,.u__ -J -___ -!_.._ -_ -'r , : t [ i : i { 1 I i ; ! i __ ,...<.'.,_.._. __ ...g_.._ _I .-- .._.- _- ...®.. t_ __... u___, v_ I ( ( r : i j , i I r __�.___ .._ _. t ,- ,,.�.. __ ____ <_._ .,.._ j { , i 1 s 1 r k : I I __ __._. °-.R. __ -,_._. ° { �i'C ,� is, , ; __ -._. _ ___.�_.,<__.._ __ : t ; L_._.i I { r -t- a_...w��� _._- i.____ ' { { i _., `.,-t_ -4-__._¢. ._. >. -!-- ;- i _� ,. ... _ 1 -i I T " - _ _'__.__ -- I i I i i s _ - i .a.._ °' - -- - 1 E. ! 4 _t,., i.__._.;,.._. - - d-- -1 - " -__. - � I , I I - a. "_ -_ _<d___. . {,° �_ � -- ! i t i 4 i t < ": _ .y - -4 -� I s , f i i I 1 7 i I i i ; ; I f i i I I i k i f I 1 1 i i 7 ___T ` °."t _... -- - - .:...._. -_ ,__ ..- __... -..- r { , r ( i 1 t ! i ._..._ _-- i- .. -.. -_ _. -' __. - __. "__ -.,.__ .'_.- _ ; -(- t i ! _._' _... - __I_ -_. ...''._ _ -_ + I s i ' � I f ( I f ! i , t 1 i 1 f ; { 7 i � , I , ; 1 1 ! ' t 1 I I � fi , `T`.--'i---- I k i F _, -- 'Y`_._ iI : k { -- -�--------- e.. ,.... . -. -- •- --_. ( !..{ I i 3 _s ._.. -'-X- _--�--- �.._ _� _ -i f ( 1 I i I - I -_ r } --- ; ;. i a i '(.__ -_ �' -'r -i-__ a" -" j I j i t- -- i t { __ ,. __- „'_ -- -- , t `i 1 k ; i ` ! ? { r i P -I T T 4 I , 1 { I I : : i` -}' -r T i- ( I I ! r ` I s I i , i- T..__ f a ! 4 f i a i t S : i , 1 i ; 1 -j- v- _ `/`y I t y I �A' t i ' j - - __._:I- ,- ,._._- ___ : r T , 1 i i i e i _;_..._. -_i._ __ __.: ___ __ T '?- -- :- ._- _I.__,�i.__. ( i 1 I t - ,_- ___.,p. °_. ,.>._ -....I - ._- }._._Jr, _ _.__- 'i..__.._ i { l I .- 'r­_11_____4_ --- . - -t_. _ - _J - --j. -A . y`_- ! _._5 - - +. - I - _i- ,._._, _ ._i.. }_ { t .__ -`_. _ i __',- ! 1 __ _ _ _ + _ A __ __t'-_ . i"__ _�t._.__._y' -._. _ L.., _ i v 3 i - -__. .. - _ -'__. _ _.._...__-t_- _ -- ._._ -_._. r. r I f __. - ___ -'_. -- ___ ._. I,_re. ___. -___ -. p i 1 r 1 __ -- -- . _- - .. r ____ _ r _ _ _ . : : 1 , ___° f i __ : ___,__ _ , -.__' _ _I. _ .. ._ 1 f- : , , __ t t i _A __ . t °_# _i- r f ' ! ._ .� _ ....___ p_- i ._ -"_ - �_'- _.�._- ....,.._ -._- 1 t , "-- f I ..._ -i _ -L.. _ f_._...,_ -Y t-- T -__ +._. r i i .. ` -__. �... L._._. -._ -!1 _{ 'j'- -- I__ i , - i k i - --{ . _, t �'.__ _- ,_,.t..__S. ) t 1- i t � 7 � L_._ t i : I a r i € I I i I , I I a , t , s { } , { t , t k I ! ' 1 r f { ii I', _ -I" " °- _, _ -.- .:.... . - - ! t r t- , }- .__.$_._. i � i ; r s I i ( j 1 i I , .� r + .-. -__ 7 I I I j I ! _._,.__.- _.- _,....... __ ._.i__._ .__. ...,... _.._- I i � : r <_�.__. .._.�-- -,_ - -. __._ �_' � � ,. { : t ; {c i I : ( ! r __ - J -.___ _.._..�__,.._. _._ .. - -_ -.. T {" I , t ` ` 1 Y > % r ? i • i 1 S � ��_ jj�_ , i r • S 1 :I ! I - r -_. ._ 1 H' E : { _. y. � 4 i _ _ I i u� i , - _ _- - -- _w _°_ �,__ i , k r i : 4 , , � - -- '-- --'- -- -- ._. -'-__ _..__ ._,_..- -- iIi i- , 'i i _: _ . , - I r ; I 1 r I r i i -- -' - J i i t i i r i- , 4 : r , t � t i � { i t } p 1 I I f r , i , t 4 ! i l A , l Y i e I t 1 ! S s : ; i i s € ; i" `, }- '} � -? � 1 , i I C.l 1 S, I I j -1i °""i '_2_ . -__ 2 3 T r ? ( , € E -t- + - ^�- _.a.. - - - -.. ...,,s,.� �- 8 SE i ! -.,__ i , i i r - - - -.._ .. _ y�__,._.._._._i -- . ' -- �._.._y.....__..____ I _ ._.. . ___ F..___i. -__ - �._._.<, !_- f ; '•(` r _ _ _ _ �.. __y'_. 11 '�._" -"i__. - "'"i -. I_ , 3 { ; ! _Y.. 1_ '`'._- _+,.._.,.a _. _ _ _ _-;-_ _ _-Y._ �� G ! s 1__._ '_ _ _ -: ._}..._ .q.,_.,_°.._,__ -1- -i-... °i.___� ._._ i 1 I I i E __ _._,.I__ .!_- _`._- I___ -_ _ - - _ °. - I ' � i f r ' ; v I ' i .; i i --- ..__ u _. 1 J _ L-__ -- r I r : i i i i ! I i _. -� _ - - -" --t -- - _, .- _:... - <, -f : ; : r i I ' a I I ; I I _ °_ - _ ! i i i I i r _, c I ! i € , . t I '. t i r ' { r E ! , i t � ' { i 4 � ! ;� 1 I i t i � '_ t I f i i i 1 f _ : 4 r r i I i f i .i.- - - -i.- _ - -. . -..... __ } __..__ ; - -_ __ l i I i �_ _ + _ _ __ _ - _ _ <! S. i i _ x - „__ _ -t_ s m� j ___ _ .a°_..._ -� --_.. {._ {� , k ___,._ 1 �__ �. f r r r i 7 r ! r. I ! v I r { : T°-` t t r r : -'I t fi , , r i t I I T i-- -+ -t- -o -- i , -}- ! i I .._..a- ,_._ -_.- -. - �..._.._.,3,. ,. ' ._..L _ _ ..._- --L_- I ! -# ! i I -_ +....,_.,<_._._ , _ <.- ..._,.I- _,._..y S , f 1 1 I } _ __ ___ y . _ 4.. .... _._ ».q... ....t... _.,r. _.} i_. _. .y.. „{.._ _ _-A. _. _ -_ --__ __ , -i.. r i �. .. - _.Y_ -_._ - I i- <_ i. 1 ` 4 }-. - - j - j I 1 ( , : - -..._. ._ : , : -t f r i I 1 7 Y- -'- F- y ) i k I , : .. - ., ( i { 1 . . 4 i , : i , ( ; -__ .,. -._ .__ _L__.._ - :__.;- . >.__. -__ _._� t ! : 1 ; , , { i t : s ..____,...___.1___,__._ I ___..___._4 „° ,,.. ___ __ , ( t i , i { r r ! r ; , , j _ „_ _.- ....___ [ t 3 1 t i 1 i ! 7- { , t I i I ' S r y ! -i O�. 8 i _.i-.. -- i l i I i i I+ 1 ! i - _ -}° -"° a+ _ .,. - i- -.,_.._I__ ° � _ -.v-.. _ ' . 1 _i- _-{_.. _f_..,., i 1 , i _._t -._ -- i ° .,."i- _T _ __ t I _ __. _ - __ .. - ._•_- ° -: ?-- I 1 ._.__ ._ _.I . -._ ____i_<._..5.- ._°__' -_. __ 1 _ ._._._- Y- r }- -i- i ? : i 1 77r , -...°: _W_ -_i- % -___ __ ' i I ' i _,. _:.._._..__:...__ _,. -i._ , ! T -I- "t i , ! t r i 1 f , i I I __.Y_ -. _. _,.__._}�._ _....__. _..__,' .._.y.___ ___ r ! F s ; t t I : i ! 1 ._...a. -.,°-_ .._..�._.__..._._. Y-'--_ 9 T--.-`-_'---- r { 1 { k t i i y j { ___,__._. .___ .___, i... I : _.,.._, -I- ..�__ T , °}' '.__- , i S i I I , i i ._.._._ -_- .__.i. _. _j__,_-______;...- _. ?- : _ � 1 ( -t- S , 7 I 1 i : - + <., -..,. _- .�__l. -_ i _....._ _._ I "P.. -._... f r t '""{°`_"°I_ .....__ f , j t , 1 / f i • _._i__..- _'_._. -$. _. i �_ --' -. -__ 3 _`s T, i i i ' --, _ _ _. _ -. -_ , ty '-- i i I , i ? �'- , i ._..{, _ 1. _- "--.-3 -__._' + -_ "E-`_ - f i t i I _ __� _ _ r _ 7 u I ! ! _ F_ }, I % I I... , t { I 1 I t k s E i i t I I, ; E I i i , r { i i I ( i , I +. 3 i 1 i i t i I i 1 j...- 1 I { t t 4 i i 7 1 j. 4 .. _.. i..... ' 7- . 1 r 1 I ! ! s ; ( : . Y I i 4 I ! I 3 _ ! i I , { i { i ! 4 i 2 : , ! I d , i , , ! S _i ; 3 S l S f U i pr A 5• { ti .... 1i14`C�i „ i - .� E --_ j ___,.3, _.,, ..�_. _ b... _ _._Y.. _ i i _ _.�._.i ._ -�- J_ {<. I , °s i h I I , } 3 E -j- , e i f i 3 ' i 3 i I i i I I ; { 'I' ,-_. ._I r { : , i _ r I I i ._ ._._,,,.,....__,_., I , e : , � ; }.-._ - ; _d- .- <.-._. ..._ <..' _..- .r_- ___ „.... -_. „_.. r , Y -i- , i _.� <.. ..__q__. ._. - „... -- fir.». »J -_. .___- ! f -1 , C_ i �.__ -. -A.. _ .;,._ t __... -_y. '.. .:.. 1 4 T . _.X. . j.. _ r. ___r._ S -___.. ._ }_,.... -. _ _ . J_- _- ; I f _ _'�. , *._ _- -I_.__.`" - - -- .F.... i ---- I- .. I - -- � - �-- -- -I- r { 1 3 3 - ._ .._..I. __.., _ _ , t. t - - ; { i i ! p ! { s C� : ' � -_° ..�. # - i __..._,A..,., -1. __-I._ ...I._ -. '§-. _. -!__. _I.. _E-- __"+"._ i i , t __ r ______i mil" i- --i r I I � I q - --r- , T _i- .i' i r I I __, _ r� , -1- r __,..__ _.__rn. { i 1 i r I I , _- ._.____- ___ -. - -2__� __! _.__ _.L._- `Y` F-- i I I r r i : ' I___ ' ^ I �{.i((.. i I I I : : ' i , ( i f i i , ` , ` I : { s t i p 1 ! i ! r ' ! 4 , ! , i 1 « f_ { i I I r.�:_,�._. I ?`_ i r { ! ! ! t t i .E° _ I t �- S . 4 ? : , i i i I , , i t , > r 1 i f , 1 , 9'- : r , i i � . _ _....._.ti._. ._._ -:___ _ __ . -._ __ _ T -r { r t I - _ .._..- ._i__.,_.s, -_ __L _ -_ , : , d 1 <__ - _ }__u._.. -« -_ - 3 I ! -r -;- . _ _ -_! ,-}._ -- _ < -._. ; i �. __j_ -1 . _ <i...�.._ __ s _ - ._. ;.___,.s.... _ . i. _ i _-! __J._... i k _1 I r , 4 ! ry- ` { { ' , r i __. 3 ' ( t }- ;- -1- I t ! r I r i $ i f I i -f : 3 t 2 i , } t z �-- '-: r ! , I r I 3 i i � O 1 1 I -*- -t , --� �-.. i r r € � I - r � E ! A --}. , a __ -- _....(.. -- -r i i fit I j , i f k f l ..�_d, <.. �:�._ - ' ' .. _ -.- `.__ _- :.. -.__ r : �`- "I' t i � I 6I I o t 1 ._. _.w__ __t.. i..... r ; _.. T >, 'r i ; ; l } i _ __,._ _. n. ... --__ a< .__ .._... _ . ! ._.__. 1 � i , 1 1 i ,..,. _ -...4- ._ . _ _� -_._. _- {.__._ ' �. j' ; f � i , i _.. <_i „_ _.,.__. - _ ; r �1 _ i .. , ..' _._.j °. _ __,.}.._._ -- '`-___ F-- - - I _ J .,L -..._ _ _ I -t__ - ._y- ,_i- .. } ....__- ..i.._ i ! t .___ I ! _ __ _ _ -_ -._ __ _._ _ _. ___ -._ , ` , 3 1 { i j 4 r -__ ____ _. __ __r_ -_. __ - - - -a ___ f 4 1 _ __.._ ___ _. , , -r I +l , - : -M r i i- r- r- k - t 86 �.... _. - -..-. ,._ ._ r. ; 4.86: L;t » L u_ ,_._..._..._ - %� ! t ..'_ ; s_ i ! , i i , E { 1 i , 1 = i ! _ <_;__.__- , I t ; , { , ( , 1 i i t ; V - IX .X �!P �C ! ! f - I € i V - ;XX.X FPS I/ �! ; i XX.XX FPS j' E ar I .-`Y _ �.�. S.. , 1 f` I .. - -f-.. _ _--i ._._ -,.._ y. _ _ _ - I ; ' ! ! i ( ! ( 1 1 1 I , , I I 71 841 0� 1 RC _ ; I ; , I _ g3s0 79: 1 CP „1� __ ___ � X6. 3 iOF` 18. RCP i , r I I _I ; - + i HORIZONTAL - _ 1 { f ; ( 1 4 ; f r 1 ; r r ( ( 1 .r -+ i- - _.- iR : f t r I s 1 _ _ _._ i<__ - .. -1..- _.y.__ . "- _._.�..__ ___ t f , , ___ .. -_ _ _ ?sT {Vi i�r , { : __ _ 2 ( rTORM D{�Ai_. i i ___ 1� . DRtPN ^° i -i- - { .,._. b r - 1 -_"i_ _ 1 I.. `. -- - -... -_ - +_ _ -a . 0 10 20 T' -zo' -p = ( I - _ ,....__ < {_. -.._ __ _ _ '•. I I I i m __ , _.. I - r _ -- - - - -_ -- _ ,.__. __ _ __,..' _ __ ( ' , 4 t _._ _ _ .- ,_. -._, ___. __ _ -_ _. t I t i , , ¢ ____ _.._ __ _ _ __ _ __. __ __:_, __° t t : , - -_._ A__ 1350 , Y 1350 D k I E -t I I i i i 1,.__,_.__ i t f + r t I i- - _,_ - .i `{ -_ _,{.. - -i-- V ERT I ICAL I _ _ _{ i {. i 1 ` t t : ; r I , j i 1 , j r r k : f e i i t , ; r i I I 1 1 i I- 1 , i _I _F _-_. { i- ._-1.- .- i 1 f c z a n,nn i i LEGEND - (W) " W -(S) - 74 S MANHOLE WATER MAIN SEWER MAIN STORM DRAIN LINE FIRE HYDRANT EXISTING GAS MAIN STORM DRAIN NOTES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. UNDERGROUND PIPES, UTILITIES OR STRUCTURES MAY EXIST THAT ARE NOT SHOWN. 2. THE PRECISE LOCATION AND ELEVATION IS NOT KNOWN FOR SOME OF THE EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE SUFFICIENT EXPLORATIONS TO LOCATE UTILITIES BEFORE COMMENCING CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF WORK OF ANY POTENTIAL CONFLICTS SUFFICIENTLY IN TIME FOR CONSTRUCTION CHANGES TO BE MADE AND APPROVED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION OF EXISTING UTILITIES. 3. REFER TO SHEETS C -10 & C -11 FOR IMPROVEMENTS AT CORNISH DRIVE AND 'D' STREET. 4. TRENCHING, BACKFILLING AND FINSHING OF STORM DRAIN PIPE SHALL CONFORM TO SAN DIEGO REGIONAL STANDARDS D -60 AND CITY OF ENCINITAS "UTILITY TRENCH BACKFILL AND RESURFACING STANDARD ". 5. CONTRACTOR TO VERIFY DEPTH AND NOTIFY ENGINEER. CROSSING UNDER EXISTING WATER LINE TO BE PERFORMED PER WATER AGENCIES STANDARD WP -08. L...,,, NOTE: CONTRACTOR IS REQUIRED TO POT HOLE & VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN , ,, _ _ -° _ - "i _- -- ---__ _.--_- _ -A �_. _, ASPH �, �` POW _ _ -` ate? -, I K ____ " -- - ,i -.___ I r- ---, _-t- l _ZZL$ 4._t INIII CAUTION! I CONTRACTOR TO FIELD VERIFY EXIST. LOCAJION,,OF GAS MAIN AND PROTECT -IN- ACE ;TREET STA 2 ISH DRIVE ST. .O hT-tT I -�-- -L --°--_ _� - -0 S-MEET - - _ _I .�.. - .s...�. -� - y , _______ TT 1 1 l gy�pp]j _._._.._.._-- r- -- -`°°` ---°_ Vd ; ; 7/ I -- _ --- / r'. Fr .. I/ -_ _ --� � f r ; s \ U ? i � \ asp ->-I ---- _____ -- r fl -`, - , _______----1 I iii (I( ,if � -r III LtUU 6 CONSTRUCT TYPE "B -1" CURB INLET PER IM PESCADO PLACE = I I I I i W D_ r l I E ! I I 32 1 I I I ,1- 1 I ` CLEANOUT O _ I I I ' (E) DOUBLE TYPE "E" C.I. D -10. / 11 I I I CONNECT 18" RCP TO /` 7 7 'v " �I i ; i F i O� "1 �j. i I k �� - _ I r I I �_ � -1__ - - - - __ - 2tOQ' , _ _ __ __ __ 2 ! b i (E) TYPE A -6 C.O. (6'X5 ___&_J____________ - - - -- - +_ - - - -_ ._____ -- , i 22 LT CL D STREET __ ____.t �__ -.-------/ I E f I _--__a ---� I_ - [. -- _ y G CORNISH DRIVE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGURO WATER DISTRICT RECORD DRAWING 07/31/08 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS HORIZONTAL =20 BY: DATE: CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER VERTICAL 1"=41 OF THE BNDRY OF MAP NO. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE LT I I ! i ; ___ i l vk�=_ - __E= -7- - - s 1 m v __ � _ i F' Z _, ,_. . -.f _ _ _ _< #_l 0 i I i I I I I I I I I I I I I ' I I I I �m 3 AOc I I 8 I I 20 A42 TYP EXISTING DRIVE BELOW 12 13 13 LO ­­TAA9 A� 1 1 77 IS G `I 18 ,a1 I I 14 NOTES a1 EXISTING RETAINING WALL, TO REMAIN SEE NOTE 5 ON SHEET AOe E TWO BIKE RACKS FOR 14 BICYCLES TOTAL, SEE DETAIL 1/A43 El LIGHTED CONCRETE BOLLARD, TYP ❑4 BUILT -IN INTEGRALLY COLORED — — CONCRETE PLANTER, TYP El INTEGRAL COLOR CONCRETE PAD AND CURB FOR 3 BOOK RETURN I DROP BOXES �6 ACCESSIBLE PATH OF TRAVEL I ❑7 FIRE LANE / FIRE TRUCK APPROACH II ACCESS R8 RETAINING WALL, SEE CIVIL DRAWINGS I ( ❑9 ONE -WAY SIGNAGE: 'DO NOT ENTER' AND 'WRONG WAY' SIGNS PER MTUCD I FIGURE 213-9 R5 -1 AND R5 -1a TO MEET I MUTCD AND CALIFORNIA SUPPLEMENT SECTION 2B.34. II 10 MONUMENT SIGN, SEE DETAIL 6/A42 F1 1 -HOUR EXTERIOR BEARING WALL F`s II 12 GUARDRAIL PER DETAIL 6/A43 ° F13] RETAINING WALL WITH GUARDRAIL, TYP �:. II 14 ASSUMED PROPERTY LINE 15 NEW INTEGRAL COLOR CONCRETE 15 I SIDEWALK, TYP n16 NOT USED I $�, I F171 ACCESSIBLE PARKING ENTRY SIGN, -- SEE DETAIL 10/A42 17 I 18 LIMIT OF WORK J19 PLANTER OPENING IN CONCRETE SLAB I F201 INTEGRAL COLOR CONCRETE WALL FA WITH METAL GUARDRAIL I I AOc A F.H. S 0. _.. . .: a i ... . . I _ T 1 . t Iif d �, a NOTE: INTEGRAL COLOR CONCRETE TO MATCH APPROVED SAMPLE ON COLOR / MATERIAL BOARD UNLESS NOTED OTHERWISE. THE COLOR IS BASED ON 'SOLOMON COLOR 238' AT 7.00 %. COORDINATE EXACT COLOR WITH ARCHITECT. A42 Typ 10 CORNISH DRIVE SYMBOLS LEGEND LANDSCAPING AREA, SEE LANSCAPE SHEETS TILE, SEE FINISH PLAN HARDSCAPE(INTEGRALCOLOR CONCRETE WITH HEAVY SALT FINISH) INTEGRAL COLOR AND SCORED I I CONCRETE ASPHALT PAVING, SEE CIVIL SHEETS SITE PLAN 04 4D 0 1' 5' 10' 20' 40' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 to Jolla Blvd. La Jolla CA 92037 858/459 -1221 TL 858/459 -1214 FX Inquirles®oncinaarc. com NO. REVISION A RECORD DRAWING RECORD DRAWING The original CARD P'0' 0' this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 -J k, DATE: 07 -31 -2008 SCALE: 111=201-011 SITE PLAN SHEET NO: 0 SYMBOLS LEGEND NOTES NOTE: LANDSCAPING AREA, SEE a LANSCAPE SHEETS INTEGRAL COLOR AND SCORED CONCRETE ❑1 SEE CIVIL DRAWINGS FOR CURB INLET, ❑7 INTEGRAL COLOR CONCRETE 14 WHITE PAINTED TRAFFIC FLOW INTEGRAL COLOR CONCRETE TO CATCH BASINS AT SERPENTINE SLOPED WALK WITH HEAVY SALT ARROW, SEE DETAIL 3/A41, TYP MATCH APPROVED SAMPLE ON ASPHALT PAVING, SEE CIVIL BIO- SWALES, AND 12" CURB CUTS, TYP. NON -SLIP FINISH ET LOADING ZONE, AUTHORIZED COLOR / MATERIAL BOARD TILE, SEE FINISH PLAN ❑ FLAGSTONE OVER CONCRETE SLAB ❑ 4" WHITE PAINTED DOUBLE LINE STRIPING VEHICLES I ' UNLESS NOTED OTHERWISE. THE SHEETS AT PARKING STALLS PER CITY OF ONLY, DO NOT BLOCK' PAINTED STRIPING COLOR IS BASED ON SOLOMON HARDSCAPE IN '; (INTEGRAL COLOR ❑ LIGHTED CONCRETE BOLLARD, TYP OF 8 ENCINITAS STANDARDS, MUNICIPAL CODE COLOR 238' AT 7.00 %. a Q CONCRETE WITH HEAVY SALT SEE ELEC. DRAWINGS AND OFFSTREET PARKING DESIGN 16 PAINTED STRIPE CROSSWALK PER ' COORDINATE EXACT COLOR WITH FINISH) MANUAL CITY OF ENCINITAS STANDARDS ARCHITECT. ❑ACCESSIBLE PARKING SIGN, SEE DETAIL 9/A42 ❑ 6" RADIUS OUTSIDE CORNER OF 17 NEW SIDEWALK IN PUBLIC RIGHT OF CONCRETE CURB, TYP WAY _ _ _ _ _ _ _ _ _ r ❑5 INTEGRAL COLOR CONCRETE PAD AND CURB FOR 3 BOOK RETURN 10 PLANTING AREA, TYP 18 CURBS TO BE PAINTED RED AND TO DROP BOXES 11 ASPHALT PAVING STATE "NO PARKING FIRE LANE" IN WHITE LETTERS PER FIRE ❑6 CONCRETE WHEEL STOP TYP, SEE DEPARTMENT STANDARDS DETAIL 4/A41 12 PEDESTRIAN RAMP, TO MEET REQUIREMENTS OF SAN DIEGO AREA / REGIONAL STANDARD DRAWINGS, SEE CIVIL DRAWINGS I ° °" � \ 13 INTEGRAL COLOR CONCR I CONCRETE WITH 1 I b bF HEAVY SALT FINISH, TYP F.H. I 17 I • a e a i a CORNISH DRIVE PAVING & STRIPING PLAN 1� 17 12 O 0 1' 5' 10' 20' 40' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX Inquirlesgonclna a rc. corn NO. REVISION 0 RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 f i DATE: 07 -31 -2008 SCALE: 1/16"=V-0" PAVING & STRIPING PLAN SHEET NO: al t I COORDINATES POINT X COORDINATE Y COORDINATE RADIUS NOTES SHEET GENERAL NOTES: -X , 4 1. SEE CIVIL DRAWINGS FOR BASIS OF BEARING. -Y -X, -Y -X, +Y +X, -Y +X, +Y Al 0 0 7' -7" F SEE INTERIOR (F) DRAWINGS FOR 1 D1 - 98' -2" +27' -9" 70' -2" FINISH PLANS, TYP ° a +Y E1 - 64' -1" - 48'4" 94' -8" E2 TWO BIKE RACKS FOR 14 BICYCLES, ° F1 - 20' -0" +3' -1" 35' -8" TOTAL, TO MATCH 'RIBBON RACK - ° 11 +11' -10" +0' -9" 4' -0" MODEL RBOT OR EQUAL. SEE DETAIL 1 P1 +14' -2" - 115' -0" 3' -0" 1/A43 K1 +8' -9" - 23' -4" 10' -0" - 116' -5" +X L1 +8' -9" - 23' -4" 7' -7" 9 ❑ a INTEGRAL COLOR, CAST IN PLACE ° M1 +59' -6" - 18' -10" 94' -2" \ CONCRETE BENCH, TYP OF 2, SEE DETAIL TYP 1 ° 13/A41 a N1 +T -6" - 134' -10" 30' -0" LIGHTED BOLLARD, TYP P1 +14' -2" - 115' -0" 3' -0" �4 NOT USED Q1 +25' -10" - 116' -5" 2' -0" d a D1 1 ° INTEGRAL COLOR CONCRETE PAD ° S1 +32' -7" - 128' -1" 2'-0" AND CURB FOR 3 BOOK RETURN T1 +32' -7" - 141' -7" 2' -0" DROP BOXES ° 6❑ PROPERTY LINE, TYP n _ ad EI PLANTING AREA, TYP ° / I / a INTEGRAL COLOR CONCRETE PAVING d / 7 WITH HEAVY SALT FINISH, TYP 20' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX inquiries0oncinaarc. com NO. REVISION A RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 «, �'.. DATE: 07 -31 -2008 SCALE: 1/8 " =1' -0" ENLARGED PAVING PLAN SHEET NO: 9 ❑ INTEGRAL COLOR CONCRETE CURB, ° \ TYP 1 \ F1 LIGHTED BOLLARD, TYP 1 ° 11 ZERO HEIGHT CURB d d a ° ad 7 d F.D. a a ° ' 4 1 4 d 41 Ty, ° ° a a 4 a d ° n.4. a '° a � F.D. a a a 4 d ° A , 41 ° d ° ° a 4 1 ° ° d ° ° °d d 4 a ° 4 ° F1 ° 1° d a 4 d4 d ° d 6� ,OH d ° 4 74 a a a ° , 6 ° ° as ° Al d ° ' 4 a 4° d n - , ow d d K1 HITITYTLF� a Ll ° 4 °,° ° d P1\ ° 4 e ° f° � 4 3, 4 4 n ° ° ° ° d a ° a a.o co ° ° 9 11,3„ 4 n a° a ° d ° ° 20 1 2„ 4 ° 4 ° d 4 _ ° d d. O 4 _ n ° d d d ° 2 ° 1 7 d 5 d° `8�. TYP ° A41 ° 7 8 M 1 P 4 °e d ' ° d ENLARGED PAVING PLAN 1 0 4 4 y 10 a, 11 4 ° 21' -7" I 0 1 5' 10, 20' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX inquiries0oncinaarc. com NO. REVISION A RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 «, �'.. DATE: 07 -31 -2008 SCALE: 1/8 " =1' -0" ENLARGED PAVING PLAN SHEET NO: MA- J: ENLARGED PAVING PLAN 2 04 OD 00 N 15 b / ° I. o 0 b e ° d. 0 a b ° aQ e -Y b a d 0 d B2� a ° q E AOd i COORDINATES -x -X, -Y -X, +Y +X, -Y +X, +Y - 30' -10" 35' -6 b - 109' -9" ° 20' -6" E2 - 51' -1" - 52' -0" 31' -8" F2 b� M 90' -1" G2 - 32' -11" - 130' -3" 112' -1" H2 +69' -1" - 740' -10" 709' -1" J2 +145' -8" - 1279' -2" 1274' -9" P +2' -8" - 80' -10" 27' -2" L2 +58' -4" o� 30' -6" M2 0 +28' -2" 30' -0" 0 E AOd i COORDINATES -x -X, -Y -X, +Y +X, -Y +X, +Y 20'-2" d +x e d a I dQ � a d dO ad a ' a a Q u ° I ° ° b F2 U e 0 MATCHLIN myj 12'12' -8� W" O° I b b ° POINT X COORDINATE ' .Y COORDINATE RADIUS A2 0 0 B2 - 114'-4" - 73' -9" _ +Y, C2 - 114' -10" - 30' -10" 35' -6 D2 - 109' -9" - 35-1" 20' -6" E2 - 51' -1" - 52' -0" 31' -8" F2 - 32' -11" - 130' -3" 90' -1" G2 - 32' -11" - 130' -3" 112' -1" H2 +69' -1" - 740' -10" 709' -1" J2 +145' -8" - 1279' -2" 1274' -9" K2 +2' -8" - 80' -10" 27' -2" L2 +58' -4" +28' -6" 30' -6" M2 +69' -0" +28' -2" 30' -0" SHEET GENERAL NOTES: 1. SEE CIVIL DRAWINGS FOR BASIS OF BEARING. E2 12 �a A41 TYP a a a d� a a Q a ° -- Q a ° d a 4 ° 4 a ' i P° ° o 1 ' 0 5 b A42 0 e ° p ° D 6 ° R Vm D I 1 V ENLARGED PAVING PLAN i d ° S a a - d d d Q ae 4 da a a° d < d ° d 3 04 OD d a a da a d a d p. d e° NOTES SPLIT FACED CMU RETAINING WALL INTEGRAL COLOR, BOARD FORMED, WALL WITH GUARDRAIL AT 42" ABOVE FINISHED SURFACE E8 TRANSFORMER F4] COVERED TRASH ENCLOSURE TO HOLD TWO "CONSOLIDATED FABRICATIONS CORP" BINS MODEL 9007. BINS TO BE SUPPLIED BY OWNER. Q SEE CIVIL DRAWINGS FOR PEDESTRIAN RAMP ID PROPERTY LINE, TYP Q PLANTING AREA, TYP INTEGRAL COLOR CONCRETE PAVING WITH HEAVY SALT FINISH, TYP El INTEGRAL COLOR CONCRETE CURB, TYP El INTEGRAL COLOR CONCRETE APRON FOR TRASH ENCLOSURE BIN REMOVAL AND DUMPING. F1-11 INTEGRAL COLOR CONCRETE ROLLED CURB FOR TRUCK ACCESS TO TRANSFORMER. Fl-21 STANDARD GREY CONCRETE PAVING e - a e a Q d ° a a • d a a ada- �n o ° ° 12 a d Q 4 a e a 4 a < a QQ a a ° d a a Qd d d d d' a d d Q a a d d d Qa d e d a d O °4 Aq a a a /1G a - � d• a .0000' e d 6" ° d d Q M a da 0 01' 5' 10' 20' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX inq uiriesgoncinaarc. corn The original CADD P'0' 0' this drawing, issued for use in construction, is stamped and signed by a registered architect. NO. REVISION DATE A RECORD DRAWING 07/31/2008 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 F `: 1 DATE: 07 -31 -2008 SCALE: 1/8"=11-011 ENLARGED PAVING PLAN SHEET NO: 1 I D ENLARGED PLAN E !W1 ENLARGED PLAN ENLARGED PLAN C 101111W.-Ii ENLARGED PLAN D ENLARGED PLAN A NOTES ❑ 1 INTEGRAL COLOR CONCRETE PAVING, SEE PAVING PLAN SHEET AOa. ❑2 PLANTING AREA, SEE LANDSCAPE SHEETS F3 INTEGRAL COLOR CONCRETE PAVING STRIP E4 INTEGRAL COLOR CONCRETE CURB, TYP ❑ 4" WHITE PAINTED DOUBLE LINE STRIPING AT PARKING STALLS PER CITY OF ENCINITAS STANDARDS, MUNICIPAL CODE AND OFF STREET PARKING DESIGN MANUAL � 6 CMU RETAINING WALL ❑ 7 CONCRETE JOINT FBI COLOR CONCRETE TRANSFORMER PAD F9 DRAIN, SEE CIVIL DRAWINGS 10 12" WIDE DETECTABLE WARNING GROOVES WITH 1/4" GROOVES 3/4" O.C., PER SAN DIEGO REGIONAL STANDARDS DRAWINGS 11 CONCRETE WHEEL STOP, SEE DETAIL 4/A41, TYP 12 LIGHTED MONUMENT SIGN FI-31 INTEGRAL COLOR CONCRETE APRON WITH HEAVY SALT FINISH, SLOPE TO DRAIN F1-4] 6" RADIUS OUTSIDE CORNER OF CURB, TYP 15 REQUIRED CLEAR AREA 16 INTEGRAL COLOR CONCRETE W/ HORIZONTAL BOARD FORM TEXTURE 17 SEE CIVIL DRAWINGS FOR CATCH BASIN, TYP. Q 20' -0" 18 a I cl: I 1W 14 a A41 I I (D N EQ a I — - -� °110 ENLARGED PLAN ENLARGED PLAN C 101111W.-Ii ENLARGED PLAN D ENLARGED PLAN A NOTES ❑ 1 INTEGRAL COLOR CONCRETE PAVING, SEE PAVING PLAN SHEET AOa. ❑2 PLANTING AREA, SEE LANDSCAPE SHEETS F3 INTEGRAL COLOR CONCRETE PAVING STRIP E4 INTEGRAL COLOR CONCRETE CURB, TYP ❑ 4" WHITE PAINTED DOUBLE LINE STRIPING AT PARKING STALLS PER CITY OF ENCINITAS STANDARDS, MUNICIPAL CODE AND OFF STREET PARKING DESIGN MANUAL � 6 CMU RETAINING WALL ❑ 7 CONCRETE JOINT FBI COLOR CONCRETE TRANSFORMER PAD F9 DRAIN, SEE CIVIL DRAWINGS 10 12" WIDE DETECTABLE WARNING GROOVES WITH 1/4" GROOVES 3/4" O.C., PER SAN DIEGO REGIONAL STANDARDS DRAWINGS 11 CONCRETE WHEEL STOP, SEE DETAIL 4/A41, TYP 12 LIGHTED MONUMENT SIGN FI-31 INTEGRAL COLOR CONCRETE APRON WITH HEAVY SALT FINISH, SLOPE TO DRAIN F1-4] 6" RADIUS OUTSIDE CORNER OF CURB, TYP 15 REQUIRED CLEAR AREA 16 INTEGRAL COLOR CONCRETE W/ HORIZONTAL BOARD FORM TEXTURE 17 SEE CIVIL DRAWINGS FOR CATCH BASIN, TYP. INTEGRAL COLOR CONCRETE ROLLED CURB, WITHOUT GUTTER, FOR TRUCK ACCESS TO TRANSFORMER. SEE SAN DIEGO REGIONAL STANDARD DRAWING G -4 v 0 s ENLARGED PLAN B 0 6" 1' 5' 10' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX Inqulrles (Moncinaarc.com NO. REVISION A RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 i DATE: 07 -31 -2008 SCALE: 1/4 " =1' -0" (U.O.N.) ENLARGED PAVING PLANS SHEET NO: Q 20' -0" 18 a N D CV �, ROs; a a e� 2,, 2' -0„ 1 �o 3 ° a 9' -.2"6e 14 ° a a _ M a ay 2 4 TYP A41 f —1 ` � 14 a a a a ° „ 5'-0” A41 n p o a LO 0 o 4� <1 «X INTEGRAL COLOR CONCRETE ROLLED CURB, WITHOUT GUTTER, FOR TRUCK ACCESS TO TRANSFORMER. SEE SAN DIEGO REGIONAL STANDARD DRAWING G -4 v 0 s ENLARGED PLAN B 0 6" 1' 5' 10' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX Inqulrles (Moncinaarc.com NO. REVISION A RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 i DATE: 07 -31 -2008 SCALE: 1/4 " =1' -0" (U.O.N.) ENLARGED PAVING PLANS SHEET NO: Q RETAINING WALL PLAN aZ�i %'N7 1 ANCHORED RETAINING WALL ELEVATION 121 I 5 I 1 CONVENTIONAL RETAINING WALL NOTES ❑1 ANCHORED RETAINING WALL, INTEGRAL COLOR CAST -IN -PLACE CONCRETE, PER STRUCTURAL F2 CONVENTIONAL RETAINING WALL, INTEGRAL COLOR CAST -IN -PLACE CONCRETE WITH GUARDRAIL a LIMIT OF WORK E4 ASSUMED PROPERTY LINE E5 EXISTING RETAINING WALL, TO REMAIN, INSTALL WATERPROOFING AND DRAIN PIPE AT PORTIONS EXPOSED DURING EXCAVATION FOR NEW RETAINING WALL, CORE DRILL NEW WEEP HOLES IN EXISTING WALL F6 SEE CIVIL DRAWINGS FOR CONCRETE SWALE NOTE: INTEGRAL COLOR CONCRETE TO MATCH APPROVED SAMPLE ON COLOR / MATERIAL BOARD UNLESS NOTED OTHERWISE. THE COLOR IS BASED ON 'SOLOMON COLOR 238' AT 7.00 %. COORDINATE EXACT COLOR w/ ARCHITECT. 01, 5' 10' 20' 40' MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459 -1221 TL 858/459 -1214 FX Inqulrles®oncinaarc.com NO. REVISION A RECORD DRAWING RECORD DRAWING The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered architect. DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. Manuel Oncina Architects, Inc has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: 1 11= 20' -0" RETAINING WALL PLAN, ELEVATION SHEET NO: 1 , An 14�� rni �q ao 0i 0 0 a 0 0 0 a 3 0 w i 0 0 Q i N O I M J W f z a 0 0 0 w 00 0 hi E 0 a� 0 10' 20' 40' SITE DEMOLITION PLAN - ELECTRICAL NO SCALE: 1 "= 20' NORTH GENERAL NOTES SHEET NOTES Ul EXISTING OVERHEAD ELECTRIC/ TELEPHONE SERVICE POLE. ® EXISTING OVERHEAD ELECTRIC/TELEPHONE & CABLE SERVICE LINE. OO EXISTING OVERHEAD ELECTRIC/TELEPHONE SERVICE DROP. ® EXISTING SDG&E PADMOUNTED TRANSFORMER (WATER DISTRICT BUILDING ELECTRIC SERVICE). ® EXISTING (3) POLE MOUNTED TRANSFORMERS (ENCINITAS LIBRARY ELECTRIC SERVICE). © EXISTING PARKING LOT LUMINAIRE AND POLE. OO EXISTING SDG &E ELECTRIC METER /MAIN SWITCHBOARD. ® EXISTING OVERHEAD TELEPHONE & CABLE SERVICE DROP. EXISTING SDG &E EQUIPMENT ENCLOSURES TO REMAIN. 10 DISCONNECT AND REMOVE EXISTING ITEM. 0 O 2 11 EXISTING SDG&E POLE W/ PRIMARY SERVICE DROP TO BE RELOCATED APPROXIMATELY 20' EAST BY SDG &E TO CLEAR NEW DRIVEWAY. CONTACT: MARA FIELDING (760) 480 -7761 -1 The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. AQ RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 i DATE: 07 -31 -2008 SCALE: 1 11= 20' -0" SITE DEMOLITION PLAN - ELECTRICAL SHEET NO: Syska Hennessy Group, Inc. 19 9665 9665 Granite Ridge San Diego, CA 92123 3 Tel: 858 4 SYyv94N m M Fax: 8.2 .0361 www.syska.com j GROUP SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE AQ RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 i DATE: 07 -31 -2008 SCALE: 1 11= 20' -0" SITE DEMOLITION PLAN - ELECTRICAL SHEET NO: cc In of C 00 C r, c a L I M c 3 T LL c I c c c I c I C c L 3 Q c C C LL a a LL 1; SyMHkqMSy 41111109110 �I The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Q Syska Hennessy Group, In 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION A RECORD DRAWING RECORD DRAWING DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: SYMBOLS, ABBREV. AND GENERAL NOTES SHEET NO: SYMBOLS ABBREVIATIONS Z LUMINAIRE; 2'X2', RECESSED. COMBINATION TELEPHONE /DATA OUTLET, FLUSH WALL T FRACTIONAL HORSEPOWER MANUAL MOTOR STARTER. AFF AFG ABOVE FINISHED FLOOR ABOVE FINISHED GRADE MOUNTED AT +18" ABOVE FINISHED FLOOR U.O.N. ASYM ASYMMETRICAL e LUMINAIRE; POINT SOURCE, RECESSED ROUND. DATA OUTLET, FLUSH WALL MOUNTED AT +18" ABOVE COMBINATION CIRCUIT CONTROLLER /MAGNETIC STARTER, "1" INDICATES NEMA STARTER SIZE, "RV" ATS AUTOMATIC TRANSFER SWITCH Y AV AUDIO VISUAL FINISHED FLOOR U.O.N. 'RV 1 INDICATES REDUCED VOLTAGE STARTER. AWG AMERICAN WIRE GAUGE O LUMINAIRE; 1'X4', SURFACE MOUNTED. N1 DATA OUTLET, FLUSH FLOOR MOUNTED. DISCONNECT (SAFETY) SWITCH, "F" INDICATES FUSED, BDF BUILDING DISTRIBUTION FRAME o LUMINAIRE; POINT SOURCE, SURFACE MOUNTED ROUND. �I Y BLANK INDICATES NON- FUSED. BFG BELOW FINISHED GRADE DATA SYSTEM CONDUIT WITH CABLE AND /OR WIRING, B.S. BARE STRANDED 4 LUMINAIRE; POINT SOURCE, WALL MOUNTED AT HEIGHT -DS- » 3/4 CONDUIT U.O.N. TELEVISION OUTLET, WALL MOUNTED AT +18 » ABOVE CB CIRCUIT BREAKER NOTED. FINISHED FLOOR U.O.N., 4- 11/16" SQUARE BY 2 -1/8" DEEP C CONDUIT LUMINAIRE; LINEAR SOURCE, WALL MOUNTED AT HEIGHT T TELEPHONE TERMINAL OUTLET, FLUSH WALL MOUNTED BOX WITH TWO GANG RING. CDF COMPUTER DISTRIBUTION FRAME rte- NOTED, LENGTH TO SCALE. AT +18" ABOVE FINISHED FLOOR U.O.N. C.O. CONDUIT ONLY W TELEVISION OUTLET, WALL MOUNTED +84" ABOVE CU COPPER 0 LUMINAIRE; PENDANT, CHAIN OR STEM HUNG AT HEIGHT T TELEPHONE TERMINAL OUTLET, FLUSH WALL MOUNTED » Q 4 FINISHED FLOOR U.O.N., 4 -11/16 SQUARE BY 2 -1/8 DEEP CLF CURRENT LIMITING FUSE NOTED. AT +46 ABOVE FINISHED FLOOR U.O.N. BOX WITH TWO GANG RING. CT CURRENT TRANSFORMER LUMINAIRE; EXTENDED SOURCE, PENDANT, CHAIN OR P PAY TELEPHONE TERMINAL OUTLET. ® TELEVISION OUTLET, FLUSH FLOOR MOUNT, 4" SQUARE. DEF DP DUAL ELEMENT /TIME DELAY FUSE STEM HUNG AT HEIGHT NOTED, LENGTH TO SCALE. T DISTRIBUTION PANEL QQ TELEPHONE TERMINAL OUTLET, FLUSH FLOOR MOUNTED. -TV- TELEVISION CONDUIT WITH CABLE, 3/4" CONDUIT U.O.N. ES SWITCHBOARD �—� LUMINAIRE; STRIP TYPE, LENGTH TO SCALE. GROUND ROD. DISTRIBUTION EMERGENCY BUS OR WIRE -..- LUMINAIRE; LINEAR SOURCE, i.e. LOW VOLTAGE STRIP, T- TELEPHONE CONDUIT, EMPTY 3/4" WITH PULL ROPE, EF ELEC EXHAUST FAN ELECTRIC, ELECTRICAL NEON, FIBER OPTIC, ETC. (LENGTH TO SCALE) U.O.N. -11, POINT OF AVAILABLE GROUND. EMER EMERGENCY n ACCENT /DIRECTIONAL ARROW; DRAWN FROM TELEPHONE TERMINAL BACKBOARD, 3/4" PLYWOOD I, DRIVEN GROUND ROD IN FLUSH ACCESS BOX WITH EXIST EXISTING Olt (34 PHOTOMETRIC CENTER IN DIRECTION OF OPTICS OR WITH AND HEIGHT AS NOTED. GROUND COVER. FA FIRE ALARM LLLLIJJI PHOTOMETRIC ORIENTATION. CIRCUIT BREAKER, MOLDED CASE, TRIP SIZE AND FACP G FIRE ALARM CONTROL PANEL TRACK MOUNTED; LENGTH, LUMINAIRE TYPES AND F 4 FIRE ALARM PULL STATION, AT +48" ABOVE FINISHED NUMBER OF POLES AS INDICATED. GFI GROUND BUS OR WIRE GROUND FAULT INTERRUPTER �-� QUANTITIES AS SHOWN (TRACK LENGTH DRAWN TO FLOOR, U.O.N. ® FUSE TYPE AND STYLE AS INDICATED GFP GROUND FAULT PROTECTION SCALE) FIRE ALARM AUDIO VISUAL DEVICE, AT +80" ABOVE , . GND GROUND MOUNTING HEIGHT TO CENTER OF J -BOX OR BOTTOM IF CF30 FINISHED FLOOR OR 6" BELOW FINISHED CEILING TO ^ HP HORSEPOWER to +48" SUSPENDED. BOTTOM OF LENS, WHICHEVER IS LOWER, U.O.N. NUMBER FUSE, DRAW -OUT. I ISOLATED GROUND INDICATES THE LUMINOUS IINTENSITY OF THE VISUAL KAIC THOUSAND AMPS INTERRUPTING CAPACITY SUBSCRIPTS ADJACENT TO LUMINAIRE ARE USED FOR DEVICE IN CANDELAS. v KVA KILO- VOLTAMP A ADDITIONAL IDENTIFICATION SUCH AS: 1,2,3 ETC. - CIRCUIT OR AIMING SCHEDULE NUMBER. FIRE ALARM VISUAL DEVICE, AT ABOVE FINISHED ENCLOSED CIRCUIT BREAKER . KW KILOWATT +80" LTG LIGHTING la a,b,c ETC. - SWITCH IDENTIFICATION. A,B,C1, ETC - LUMINAIRE REFERENCE - SEE LUMINAIRE �]F 30 FLOOR OR 6" BELOW FINISHED CEILING TO BOTTOM OF LENS, WHICHEVER IS LOWER, U.O.N. NUMBER INDICATES 30 DISCONNECT (SAFETY) SWITCH, NON- FUSED, SIZE AND LV LOW VOLTAGE 3 Y NUMBER OF POLES AS INDICATED. MCC MOTOR CONTROL CENTER SCHEDULE. THE LUMINOUS INTENSITY OF THE VISUAL DEVICE IN CANDELAS. MTD MOUNTED 0-0 LUMINAIRE; POLE MOUNTED WITH ARM, SQUARE. CEILING MOUNTED FIRE ALARM VISUAL DEVICE. ® SHUNT TRIP. MTG N MOUNTING o-Q LUMINAIRE; POLE MOUNTED WITH ARM, ROUND. F 30 NUMBER INDICATES THE LUMINOUS INTENSITY OF K KEY PAD Q NC NEUTRAL NORMALLY CLOSED THE VISUAL DEVICE IN CANDELAS. SWITCH - SIZE, FUSE SIZE AND TYPE AS INDICATED. NO NORMALLY OPEN a O LUMINAIRE POST TOP MOUNT, ROUND. „ „ NL NIGHT LIGHT £ LUMINAIRE; BOLLARD TYPE. ® SMOKE DETECTOR, L INDICATES LASER TYPE �� O.C. ON CENTER TRANSFORMER, SIZE, VOLTAGE, PHASE AS INDICATED. OFCI OWNER FURNISHED CONTRACTOR INSTALLED EXIT SIGN; MOUNTING, # OF FACES AND ARROWS AS H HEAT DETECTOR �/ OF01 OWNER FURNISHED OWNER INSTALLED SHOWN. --iu GROUND PNL PANEL 4� LUMINAIRE; EMERGENCY BATTERY PACK Q DUCT DETECTOR MAGNETIC MOTOR STARTER, "1" INDICATES NEMA PNLBD PANELBOARD 1 STARTER SIZE. PROVIDE FURNISH, INSTALL, CONNECT AND TEST QDf DUCT DETECTOR WITH REMOTE LIGHT. PWR POWER LUMINAIRE; PROVIDING EMERGENCY ILLUMINATION LV— 3/4 "C. - (2) 2/C #18GA (TWISTED PAIR) RGS RIGID GALVANIZED STEEL (FILLED IN AS INDICATED) * MAGNETIC DOOR HOLDER OS - 3/4 "C. - WIRING PER MANUFACTURER'S REQUIREMENTS FOR SHT SHEEP oR OCCUPANCY SENSORS. ST SHUNT TRIP �i AV MOTORIZED DAMPER SB SWITCHBOARD LUMINAIRE; WALL MOUNTED - RECESSED. ® SPRINKLER SYSTEM FLOW SWITCH. REFERENCE SYMBOL, A= DETAIL LETTER, E -1= SHEET FROM SYM SYMMETRICAL E -1LE -2 WHICH DETAIL IS TAKEN, E -2= SHEET ON WHICH DETAIL IS T, TELE TELEPHONE QO LUMINAIRE; ABOVE GROUND MOUNTED. DRAWN. TYP TYPICAL FOR MOUNTING HEIGHTS OF ALL DEVICES SEE SPECIFICATION ❑0 LUMINAIRE; IN- GROUND MOUNTED. ® PRESSURE ACTUATED ALARM SWITCH BY MECHANICAL. LION UNLESS OTHERWISE NOTED LIGHTING OVERRIDE SWITCH SECTION 16050, "BASIC ELECTRICAL MATERIALS AND METHODS. VA VOLTAMP �* TOGGLE SWITCH, SPST AT +46" U.O.N. ❑Z REMOTE CONTROL RELAY MODULE. WP WEATHERPROOF * SUBSCRIPT INDICATES: A LOWER CASE a,b,c ETC. = FIXTURE OR LAMPS 4 ELECTRIC DOOR LOCK RELEASE. CONTROLLED AND NUMBER OF SWITCHES IN F COMMON BOX. T FIREMANS PHONE JACK. 3 = THREE WAY GENERAL NOTES SHEET INDEX 4 = FOUR WAY K =KEY OPERATED ® FLUSH CEILING MOUNTED SPEAKER. LV = LOW VOLTAGE 4S WALL MOUNTED SPEAKER. 4 WALL MOUNT MOTION SENSOR n FLUSH WALL MOUNTED VOLUME CONTROL SWITCH AT F1 THE TELEPHONE /DATA SYSTEM COMPONENTS AND WIRING SHALL BE AN OWNER FURNISHED OWNER INSTALLED SYSTEM. THE Y +48" ABOVE FINISHED FLOOR. - E01 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES MULTI -SCENE DIMMER CONTROL LOCATION. CONTRACTOR SHALL PROVIDE AN OUTLET BOX AND A 1" CONDUIT 4 0 DIMMING CONTROL SWITCH AT +46" U.O.N. S �V WALL MOUNTED SPEAKER WITH INTEGRAL VOLUME TO THE BACKBOARD IN TELECOM ROOM #18 FOR EACH COMBINATION E10 SITE DEMOLITION PLAN - ELECTRICAL CONTROL SWITCH. TELEPHONE /DATA OUTLET INDICATED. COMBINATION TELEPHONE AND ❑M INTRUSION (MOTION) DETECTOR, CEILING MOUNTED DATA OUTLETS OR INDIVIDUAL TELEPHONE OR DATA OUTLETS IN E11 SITE PLAN - ELECTRICAL (PART OF SECURITY ACCESS SYSTEM) jyH] WALL MOUNTED PAGING HORN. FLUSH FLOOR BOXES SHALL HAVE (1) 1-C. TO THE BACKBOARD IN OM N CY SENSOR, CEILING MOUNTED OCCUPANCY TELECOM ROOM #18 FOR EACH FLOOR BOX CONTAINING TELEPHONE E20 PARTIAL FLOOR PLAN A — LIGHTING (PART LIGHTING SYSTEM) ® MICROPHONE OUTLET. FLUSH MOUNTED IN FLOOR AND DATA OUTLETS. INDIVIDUAL TELEPHONE OR DATA OUTLETS SHALL HAVE (1) 3/4 "C. TO TELECOM ROOM #18 (MINIMUM). THE E21 PARTIAL FLOOR PLAN B — LIGHTING M OCCUPANCY SENSOR, CORRIDOR CEILING MOUNTED MIC MICROPHONE OUTLET. WALL MOUNTED CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER'S (PART OF LIGHTING SYSTEM) VENDOR PRIOR TO ROUGH —IN. SEE SPECIFICATIONS FOR ADDITIONAL E30 PARTIAL FLOOR PLAN A —POWER &SIGNAL _ _ CONDUIT AND WIRE RUN UNDERFLOOR OR REQUIREMENTS. ® LIGHTING RELAY UNDERGROUND. E31 PARTIAL FLOOR PLAN B —POWER &SIGNAL P ELECTRICAL PULL BOX - -- CONDUIT AND WIRE RUN EXPOSED. ALL SECURITY ACCESS SYSTEM WIRING RUN IN UNDERGROUND E32 ROOF PLAN — ELECTRICAL CONDUITS SHALL BE UL LISTED FOR WET LOCATIONS. ® PHOTOCELL CONDUIT AND WIRE RUN CONCEALED. ❑3 THE SECURITY ACCESS SYSTEM COMPONENTS AND WIRING SHALL BE E40 ELECTRICAL DETAILS SQ DUPLEX RECEPTACLE OUTLET, FLUSH WALL MOUNTED AT +18" FLEXIBLE CONDUIT. A CONTRACTOR FURNISHED AND INSTALLED SYSTEM. THE E41 ENLARGED PLANS ABOVE FINISHED FLOOR U.O.N. "S" INDICATES SAFETY RECEPTACLE CONTRACTOR SHALL PROVIDE AN OUTLET BOX AND CONDUIT SYSTEM OUTLET, SEE SPECIFICATIONS. "A " -2 HOMERUN TO PANELBOARD "A ", "2" INDICATES CIRCUIT (3/4 "C. MINIMUM) BETWEEN THE SECURITY SYSTEM PANEL IN E50 SINGLE LINE DIAGRAM — ELECTRICAL ELECTRICAL ROOM #19, AND EACH INTRUSION DETECTOR, SECURITY 2 DUPLEX RECEPTACLE OUTLETS (4 PLEX) IN 4" SQ. BOX, FLUSH NUMBER. SYSTEM KEY PAD, AND MAGNETIC DOOR SWITCH. ALL CONDUIT SHALL E60 LUMINAIRE SCHEDULE S� WALL MOUNTED AT +18" ABOVE FINISHED FLOOR U.O.N. "S" HOMERUN TO MOTOR CONTROL CENTER SWITCHBOARD BE RUN CONCEALED. THE CONTRACTOR SHALL COORDINATE ALL INDICATES SAFETY RECEPTACLE OUTLET, SEE SPECIFICATIONS. OR DISTRIBUTION PANELBOARD. CONDUIT AND WIRE WORK WITH THE SYSTEM MANUFACTURER PRIOR TO ROUGH —IN. SEE E61 PANEL SCHEDULE MCCA -4 REQUIREMENTS SHALL BE AS INDICATED ON SINGLE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. PROVIDE WIRING SPECIAL RECEPTACLE, SUBSCRIPT INDICATES SIZE AND LINE DIAGRAM OR MOTOR CONTROL CENTER PER MANUFACTURER'S REQUIREMENTS. E62 DIMMING SYSTEM DIAGRAMS AND PANEL SCHEDULES TYPE, FLUSH WALL MOUNTED AT +18" ABOVE FINISHED SCHEDULE. FLOOR U.O.N. E63 DIAGRAMS AND DETAILS S DUPLEX RECEPTACLE OUTLET, FLUSH MOUNTED INE SLASH MARKS INDICATE NUMBER OF #12 AWG WIRES, NO SLASH MARKS INDICATES 2 12 AWG WIRES, U.O.N. E64 TITLE 24 DOCUMENTATION » » » FLOOR, S INDICATES SAFETY RECEPTACLE OUTLET, CHEVRON MARKS INDICATES NUMBER OF #10 AWG SEE SPECIFICATIONS. WIRES, U.O.N. E65 LIGHTING RELAY PANEL SCHEDULES S M 2 DUPLEX RECEPTACLE (4 "SAFETY" FLUSH 3 CONDUIT STUB —OUT WITH CAP "OUTLETS MOUNTED IN FLOOR. S INDICATES SAFETY" RECEPTACLE OUTLET, SEE SPECIFICATIONS. Q JUNCTION BOX WITH COVER ' 0 SPECIAL RECEPTACLE, SUBSCRIPT INDICATES SIZE AND JUNCTION BOX PROVIDED BY OTHERS TYPE, FLUSH MOUNTED IN FLOOR CLOCK OUTLET (WITH INDICATING CLOCK), AT +84" MOTOR CONNECTION, NUMBER INDICATES HORSEPOWER. ABOVE FINISHED FLOOR. ® EQUIPMENT RELAY MOTOR CONNECTION. 1; SyMHkqMSy 41111109110 �I The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Q Syska Hennessy Group, In 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION A RECORD DRAWING RECORD DRAWING DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: SYMBOLS, ABBREV. AND GENERAL NOTES SHEET NO: W �f 0 0 Oi 0 co 0 n 0 0 a a a 0 w 0 0 0 I N 0 I M J W i 0 z z a o- a 0 0 0 w 00 I r` 0 11 E 0 i� CORNISH -9 F.H. SITE PLAN - ELECTRICAL RIVE 0 10' 20' SCALE: 1 "= 20' 40' :D � L NORTH 1) 4 1; MYA ►SY d"Or The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. ( \Q Syska Hennessy Group, Inc. V 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION Qi RECORD DRAWING RECORD DRAWING DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 i DATE: 07 -31 -2008 SCALE: 1 11= 20' -0" GENERAL NOTES UTILITY CONTACTS SHEET NOTES SDGdF: MARA FIELDING SDG&E PAD MOUNTED TRANSFORMER, 208/12OV, 3PH, 4W. PROVIDE PAD, 0 FOR CONTINUATION, SEE SHEET E20. 571 ENTERPRISE STREET ESCONDIDO, CA. 92092 GROUNDING AND INSTALLATION PER SDG8E REQUIREMENTS, PAD #3425. SITE PLAN FOR SDGdtE REQUIREMENTS SEE SDGr4E WORK ORDER #2814204. TEL (760) 480 -7761 2 MAIN SWITCHBOARD, 160OA- 208/12OV, 3PH, 4W, NEMA 1. O 10 FOR POLE BASE DETAIL FOR LUMINAIRE TYPE "SA", SEE E71 E40 ELECTRICAL SBC: JILL DOUILLARD 4220 ARIZONA STREET Q3 MAIN TELEPHONE /CAN BACKBOARD. COORDINATE LOCATION OF STUB —UPS 11 SBC POINT OF CONNECTION APROXIMATE LOCATION. INTERCEPT EXISTING SAN DIEGO, CA. 92104 WITH OWNER'S VENDORS. SBC SERVICE CONDUIT AND EXTEND TO TELEPHONE ROOM. TEL: (619) 574 -3806 ® SDG&E SERVICE CONDUITS, (1) -4" PER SDGAtf REQUIREMENTS 1 COX CABLE POINT OF CONNECTION APROXIMATE LOCATION. INTERCEPT COX CABLE: DE MARSHALL EXISTING COX CABLE SERVICE CONDUIT AND EXTEND TO TELEPHONE ROOM. 1922 AVENIDA DEL ORO O SBC SERVICE CONDUITS. (1) -4" PER TELEPHONE COMPANY REQUIREMENTS. 13 / 3 4" C.O. TO TELEPHONE CLOSET. SHEET NO: OCEANSIDE, CA. 92056 -5803 TEL: (760) 806 -9809 XT 2294 © CABLE TV CONDUIT. (3) -2' PER COX CABLE TV COMPANY REQUIREMENTS. O7 EXISTING SOG&E SERVICE VAULT. Q EXISTING SDG&E EQUIPMENT ENCLOSURES. El 1 !. rn 0 00 0 r` 0 0 Q v 0 0 T 0 m 3 a 0 N w I 0 0 0 I 0 of 0 0 LL] a' 6 E a� U TC YD A J PARTIAL FLOOR PLAN A = LIGHTING SCALE: 1/8 " =1' -0" I'm N) 1; GROUP The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, Inc.\ 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 .Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE AQ RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 s, ,a DATE: 07 -31 -2008 SCALE: 1/8" = 1' -0" PARTIAL FLOOR PLAN A - LIGHTING SHEET NO: SHEET NOTES Q1 FOR CONTINUATION, SEE SHEET E11. 0 PENDANT MOUNT EXIT SIGN AT THIS LOCATION. Q3 FOR CONTINUATION, SEE SHEET E21. ® CEILING MOUNT OCCUPANCY SENSOR ON UNDERSIDE OF CEILING ELEMENT AND RELAY PACK ABOVE CEILING ELEMENT. O5 PROVIDE EMERGENCY SHUNT RELAY SO THE LUMINAIRE ON THIS CIRCUIT WILL COME ON TO FULL OUTPUT IN THE EVENT OF LOSS OF NORMAL POWER EVEN IF LOCAL DIMMER HAS LUMINAIRE AT LOW OUTPUT OR OFF. © WALL MOUNTED SIGN AT THIS LOCATION. Q7 VERIFY ORIENTATION OF THIS SIGN PRIOR TO INSTALLATION. ® FLOOR BOX AND BUSHING TO CAP ABANDONED POWER CONDUITS FOR BOOK SECURITY GATES. GENERAL NOTES 1. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF LUMINAIRES AND ELECTRICAL. DEVICES. 2. ALL EXIT SIGNS SHOWN ON THIS SHEET SHALL BE CIRCUITED TO "EPP " -4 AND 'A' -9. ROOM NAMES LEGEND O ENTRY GD INFORMAL READING AREA O EXTERIOR STORAGE 26 OUTDOOR READING AREA O ROLL STOREFRONT 27 ADULT / YOUNG ADULT AREA ® MECHANICAL ROOM GD PUBLIC COMPUTER CLUSTERS O ENTRY FOYER 29 TEEN CORNER © READER SERVICE AREA GD JUVENILE AREA O REFERENCE AREA 31 INFORMAL READING AREA ® STAFF WORKROOM 32 CHILDRENS STORAGE/WORK ROOM O STAFF OFFICE 33 CHILDREN'S AREA 10 STAFF OFFICE 34 CHILDREN'S DESK 11 STAFF WORKROOM 35 CHILDREN'S SPECIAL ENVIRONMENT 12 HALLWAY 36 CHILDREN'S RESTROOM 13 STAFF DELIVERY AREA GD COMPUTER LITERACY LAB GD STAFF RESfR00M 38 PLAZA 15 STAFF RESTROOM 39 HALLWAY 16 STAFF OFFICE 40 TELEPHONE ALCOVE 17 STAFF LOUNGE 41 JANITOR'S CLOSET 18 TELEPHONE / DATA ROOM 42 WOMEN'S RESTROOM 19 ELECTRICAL ROOM 43 MEN'S RESTROOM 20 CHILLER AREA 44 COMMUNITY ROOM 21 LOCAL HISTORY AREA 45 COMMUNITY KITCHENETTE 22 GROUP STUDY AREA 46 COMMUNITY ROOM STORAGE 23 GROUP STUDY AREA 47 MECHANICAL ROOM 24 GROUP STUDY AREA 48 COMMUNITY COURTYARD 1; GROUP The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, Inc.\ 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 .Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE AQ RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 s, ,a DATE: 07 -31 -2008 SCALE: 1/8" = 1' -0" PARTIAL FLOOR PLAN A - LIGHTING SHEET NO: N O 01 O 00 O n O Q v 0 0 a T 0 0- rn 3 N W i 0 0 0 N 0 m J w i 0 0 z 3 0 0 0 U W (If 00 0 I 0 a E 0 �I 1; ►71 t71Aif FIENNFM DROOP The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, Inc. 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 w .syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE Q RECORD DRAWING 07/31/2008 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: 1/8" = 1' -0" PARTIAL FLOOR PLAN B - LIGHTING SHEET NO: SHEET NOTES Qi PENDANT MOUNT EXIT SIGN AT THIS LOCATION. Q2 SEE DIMMER SCHEDULE FOR "DP2" ON SHEET E62. Q FOR CONTINUATION SEE SHEET E20. ® ALLOW CLEARANCE FOR BOTH SUN - CONTROL AND BLACK OUT SHADE SYSTEMS. Q5 FLOOR BOX AND BUSHING TO CAP ABANDONED POWER CONDUITS FOR BOOK SECURITY GATES. GENERAL NOTES 1. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF LUMINAIRES AND ELECTRICAL DEVICES. 2. ALL EXIT SIGNS SHOWN ON THIS SHEET SHALL BE CIRCUITED TO "EPP " -2 AND "A" -7. ROOM NAMES LEGEND 1O ENTRY 25 INFORMAL. READING AREA O2 EXTERIOR STORAGE 26 OUTDOOR READING AREA O F.O.L. STOREFRONT 27 ADULT / YOUNG ADULT AREA ® MECHANICAL ROOM 28 PUBLIC COMPUTER CLUSTERS ENTRY FOYER 29 TEEN CORNER © READER SERVICE AREA 30 JUVENILE AREA O REFERENCE AREA 31 INFORMAL READING AREA ® STAFF WORKROOM 32 CHILDRENS STORAGE/WORK ROOM 0 STAFF OFFICE 33 CHILDREN'S AREA 10 STAFF OFFICE 34 CHILDREN'S DESK (11D STAFF WORKROOM 35 CHILDREN'S SPECIAL ENVIRONMENT 12 HALLWAY 36 CHILDREN'S RESTROOM 13 STAFF DELIVERY AREA 37 COMPUTER LITERACY LAB 14 STAFF RESTROON 38 PLAZA 15 STAFF RESTROOM 39 HALLWAY 16 STAFF OFFICE 40 TELEPHONE ALCOVE CD STAFF LOUNGE 41 JANITOWS CLOSET 1S TELEPHONE / DATA ROOM 42 WOMEN'S RE5TROOM 19 ELECTRICAL ROOM 43 MEN'S RESfR00M 20 CHILLER AREA 44 COMMUNITY ROOM 21 LOCAL. HISTORY AREA 45 COMMUNITY KITCHENETTE 22 GROUP STUDY AREA 46 COMMUNITY ROOM STORAGE 23 GROUP STUDY AREA 47 MECHANICAL ROOM 24 GROUP STUDY AREA 48 COMMUNITY COURTYARD 1; ►71 t71Aif FIENNFM DROOP The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, Inc. 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 w .syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE Q RECORD DRAWING 07/31/2008 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: 1/8" = 1' -0" PARTIAL FLOOR PLAN B - LIGHTING SHEET NO: C.L. .2 2 A 'A A \ A r 8,10,12 H 4 o of - -- o S 00 I - -- r, '\ al • I m wj ( N �., z ¢I 0 0 Uj GENERAL NOTES 0 1. THE CONTRACTOR SHALL DRILL 4 REQUIRED OPENINGS IN METAL} DOORS FOR ° DOOR SWITCHES AS DIRECTED BY !SECURITY SYSTEM VENDOR. � t4a rs? °0 2. SEE ARCHITECTURAL FLOOR PLANS FOR DIMENSIONED FLUSH FLOOR BOX LOCATIONS. w 3. TELEPHONE AND DATA SYSTEM ARE OWNER FURNISHED -OWNER INSTALLED SYSTEMS. THE CONTRACTOR SHALL PROVIDE A COMPLETE CONDUIT AND OUTLET 0 °o BOX SYSTEM PER GENERAL NOTES (SHEET E01) AND SPECIFICATIONS. N M 4. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT SPEAKER, SMOKE i DETECTOR AND MOTION SENSOR LOCATIONS. 5. PROVIDE DEDICATED #12 NEUTRAL WIRE FOR EACH 120V RECEPTACLE CIRCUIT a SHOWN UNLESS OTHERWISE NOTED. 6. ALL MATERIAL WITHIN THE SUPPLY AIR PLENUM SHALL HAVE MOLD, HUMIDITY AND EROSION RESISTIVE FACES THAT COMPLY WITH THE REQUIREMENTS OF UL 181. E ALL COMBUSTIBLE MATERIALS WITHIN THE PLENUM SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED RATING OF NO MORE THAN 50 ". u-, 0 r?" 17 (TYP) x--02 I p L2P CAC 1 1/4 "C, t 2 #3 +1118 EG SCALE: 1/8 " =1' -0" I _ —J I � I =J ' I� w IN �s "PAP' SAP* c FC- A Li Wil LA-La 1 Q' WH 'Mt' -25- 1 "Mt"• h 14 4,16,18 I G.5 SHEET NOTES f " Q MECHANICAL EQUIPMENT YARD, SEE ENLARGED PLAN, SHEET E41. / Q ELECTRICAL ROOM PLAN, SEE SHEET E41 AND IM Q3 TELECOMMUNICATION ROOM PLAN, SEE ENLARGED PLAN, SHEET E41. i f\ ® POWER PANEL, 208/12/- 3PH -4W, SEE SHUT E61. I , The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. DIMMING PANEL, SEE SHEET E62. k f� © MASTER CLOCK PANEL SEE E30 E53 I ' GFI / D c. SECURITY ALARM PANEL SEE Syska Hennessy Group, In9665 Grantte Ridge Ddve San Diego, .0 92123 Tel: 858.244.0360 ® LIGHTING CONTROL PANEL, SEE SHEET E65. Fax: 858.244.0361 www.syska.com �� II� — ® MAIN SWITCHBOARD "MS81" (LOCATED IN BUILDING ELECTRICAL ROOM.) �IIr "M1 8 n 23 I T ! 1 "1PPJ �� J I \ v _ t �G11 1 'Mt' -21— 6 t4 1 10 f REQUIRED SDG&8 - CLEAR WORK SPACE PARTIAL FLOOR PLAN A - POWER & SIGNAL SCALE: 1 /8 " =1' -0" /i. 10 MAIN SWITCHBOARD 'MSB', 160GA- 208/120V- 3PH -4W, NEMA 1. SYSKA JOB NO. ELB -02 -000 / T 11 EMERGENCY POWER SUPPLY, 10KVA /7.5KW, 208V -1PH (INPUT), 208/12OV -1PH (OUTPUT) WITH 90 MINUTE BATTERY BACK -UP. NO. REVISION DATE J � e 9 J D EMERGENCY POWER PANEL, 208 /12av- 1PH -3W, SEE SHEET E61. i 13 FC a r PUBLIC ADDRESS PANEL, SEE Q RECORD DRAWING a s 9 1 sw Ee3 a e < 13 a PROVIDE J -BOX AND SECURITY SYSTEM DOOR SWITCH. J -BOX AND CONDUIT SHALL J - - ,I - — -a i E 14 BE CONCEALED. SEE GENERAL NOTE #3, SHEET EDT. B ' e 1 g < „ p a a a O O P PROVIDE J -BOX FOR CCTV CAMERA AND 3/4 C. TO TERMINAL CABINET IN ROOM #18. e a 16 P PROVIDE J a a J -BOX AND 1 es e e s ; 17 P PROVIDE DEDICATED #12 NEUTRAL WIRE FOR EACH 120V RECEPTACLE CIRCUIT s 1 - ® s INDICATED. 6 t4 1 10 f REQUIRED SDG&8 - CLEAR WORK SPACE PARTIAL FLOOR PLAN A - POWER & SIGNAL SCALE: 1 /8 " =1' -0" /i. 10 MAIN SWITCHBOARD 'MSB', 160GA- 208/120V- 3PH -4W, NEMA 1. SYSKA JOB NO. ELB -02 -000 / T 11 EMERGENCY POWER SUPPLY, 10KVA /7.5KW, 208V -1PH (INPUT), 208/12OV -1PH (OUTPUT) WITH 90 MINUTE BATTERY BACK -UP. NO. REVISION DATE J � e 9 J D EMERGENCY POWER PANEL, 208 /12av- 1PH -3W, SEE SHEET E61. i 13 FC a r PUBLIC ADDRESS PANEL, SEE Q RECORD DRAWING a s 9 1 sw Ee3 a e < 13 a PROVIDE J -BOX AND SECURITY SYSTEM DOOR SWITCH. J -BOX AND CONDUIT SHALL J - - ,I - — -a i E 14 BE CONCEALED. SEE GENERAL NOTE #3, SHEET EDT. B ' e 1 g < „ p a a a O O P PROVIDE J -BOX FOR CCTV CAMERA AND 3/4 C. TO TERMINAL CABINET IN ROOM #18. e a 16 P PROVIDE J a a J -BOX AND 1 es e e s ; 17 P PROVIDE DEDICATED #12 NEUTRAL WIRE FOR EACH 120V RECEPTACLE CIRCUIT s 1 - ® s INDICATED. 8 g ® e 18 M MOTION SENSOR (PART OF SECURITY SYSTEM) SEE 1,3,5 o a a 19 C E30 LE53 o� a a 1 CLOCK, SEE SPECIFICATIONS AND SHEET E63. ° Q Q F FIRE R CO TRO P ll Fl E A 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. a ALA M N L AN A R M Q , ' a 21 EMERGENCY POWER SYSTEM ANNUNCIATOR. © PROVIDE B'(H) X 3/4" (THICK) PLYWOOD BACKBOARD ON ALL INTERIOR WALLS OF TELEPHONE /DATA ROOM. PAINT BACKBOARD WITH (2) COATS OF FIRE RETARDENT a As. � (TYP) CRAY PAINT. ° © UNDER FLOOR FAN COIL UNIT W /INTEGRAL CONTROLLER AND DISCONNECT, PROVIDE FINAL CONNECTION IN FLEX, AS SHOWN (TYPICAL). ® a ® PACKAGE AIR HANDLING UNIT WITH SINGLE POINT CONNECTION AND INTEGRAL - ° DISCONNECT. M l © 18 SEPARATE CIRCUIT TO AHU LIGHTS, SWITCH SERVES AS DISCONNECT. - - — © EXHAUST FAN CONTROLLED BY THERMOSTAT, SEE DIVISION 15. © DISPOSAL, 12OV -20A. SEE GENERAL NOTE 12, THIS SHEET. 9 SEE GENERAL NOTE #5, THIS SHEET. PROVIDE ELECTRICAL CONNECTION TO POWER WINDOW OPERATOR. 25 31 PROVIDE CONCRETE ENCASED ELECTRODE FOR CONNECTION TO RAISED FLOOR SYSTEM GROUNDING, WITH 5 FT. OF CONDUCTOR ABOVE CONCRETE FOR CONNECTION TO RAISED FLOOR. ALSO BOND ELECTRODES TO BUILDING STEEL Q RECEPTACLE SHALL BE NEMA L_5 -30R. CONTRACTOR TO PROVIDE WATER HEATER - "B" -25 ® �� ROOM NAMES LEGEND ENCINITAS J ' 1O ENTRY 25 INFORMAL READING AREA A 1 2O EXTERIOR STORAGE 26 OUTDOOR READING AREA COMMUNITY F.O.L. STOREFRONT 27 ADULT / YOUNG ADULT AREA LIBRARY 18 _ I -: ® MECHANICAL ROOM 28 PUBLIC COMPUTER CLUSTERS CITY OF ENCINITAS �_ _ ENTRY FOYER (2D TEEN CORNER 540 CORNISH DRIVE AH 15HP J © READER SERVICE AREA 30 JUVENILE AREA ENCINITAS, CA 92024 20 2 208V -3PH — } REFERENCE AREA q a `+1 ®Q "1� �� I j 14 �� ® STAFF WORKROOM 32 CHILDRENS STORAGE/WORK ROOK "Mt " -30 22 STAFF OFFICE 33 CHILDREN'S AREA 20 DATE: 07 -31 -2008 - - 10 STAFF OFFICE 34 CHILDREN'S DESK 2 r !( - Y2 SCALE: 118" " 20,22 J 11 STAFF WORKROOM 35 CHILDREN'S SPECIAL ENVIRONMENT v.i_3j. _ 12 HALLWAY 53W ff 36 CHILDREN'S RESTROOM 14 I 12 l" C TO TAMPER SWITCHES AT CHECK VALVE AT STREET 14 c71 SHEET NOTES 16 O33 PROVIDE 20 A. SINGLE POLE RELAY WITH 24V COIL FOR ECMS /DDC CONTROL 17 PROVIDE CONTROL WIRING AS NEEDED. FOR COMPLETE CONTROL DIAGRAM REFER TO SHEET M5.4, DETAIL 3. 18 34 PERIMETER FAN COIL DOC PANEL 19 O35 PROVIDE 120VAC POWER FOR FIRE SMOKE DAMPER, COMPLETE WITH 3/4" CONDUIT 20 MINIMUM, 2 #12, 1 #12 GDN. PROVIDE FRACTIONAL HORSEPOWER MANUAL MOTOR STARTER AT FIRE SMOKE DAMPER. 21 36 PROVIDE 3/4' CONDUIT, WIRE PER MANUFACTURER'S REQUIREMENTS FOR INTERFACE 22 WITH FIRE ALARM SYSTEM VIA ADDRESSABLE RELAY IN FIRE ALARM TERMINAL CABINET. SEE FIRE ALARM DRAWINGS FOR LOCATION. 23 NORTH © PROVIDE ALL WIRING AND CONDUIT AS NECESSARY TO INTERCONNECT THE SPRINKLER PRESSUREIFLOW AND TAMPER SW HIES-TO ALARM 13ELL AS REQUIRED BY CODE. 24 STAFF DELIVERY AREA 37 STAFF RESTROOM 38 STAFF RESTROOM 39 STAFF OFFICE 40 STAFF LOUNGE 41 TELEPHONE / DATA ROOM 42 ELECTRICAL ROOM 43 CHILLER AREA 44 LOCAL HISTORY AREA 45 GROUP STUDY AREA 46 GROUP STUDY AREA 47 GROUP STUDY AREA 48 , I I COMPUTER LITERACY LAB PLAZA HALLWAY PARTIAL FLOOR PLAN A TELEPHONE ALCOVE POWER & SIGNAL JANITOR'S CLOSET WOMEN'S RESTROOM MEN'S RESTROOM SHEET NO: COMMUNITY ROOM COMMUNITY KITCHENETTE COMMUNITY ROOM STORAGE MECHANICAL ROOM COMMUNITY COURTYARD v 0 m 0 00 0 r 0 0 ID a 0 0 0 a rn 3 M W I 0 0 0 I N O I M J W N z z a 0 0 0 U W 00 0 I :i a� E 0 c i� R G G.5 H J K U U U U U .l J J ! J U U U CJ U SCALE: 1/8 " =1' -0" SHEET NOTES CONT, ROUTE THROUGH WINDOW WALL SYSTEM TO SIDE WALL — COORDINATE LOCATION WITH ARCHITECT. ROUTE TO ROOM #18. RECEPTACLE SHALL BE NEMA L5 -30R. CONTRACTOR TO PROVIDE WATER HEATER CABLE WITH PLUG TO FIT RECEPTACLE. PACKAGE AIR HANDLER UNIT SINGLE POINT OF CONNECTION AND INTEGRAL DISCONNECT USE 3 #6, do 1 16 GND IN 1" CONDUIT. © PROVIDE 20A. SINGLE POLE RELAY WITH 24V COIL FOR ECMS /DDC CONTROL PROVIDE CONTROL WIRING AS NECESSARY. FOR EXHAUST FAN CONTROL DIAGRAM SEE SHEET M5.4, DETAIL 3. © PROVIDE 120VAC POWER FOR FIRE SMOKE DAMPER, COMPLETE WITH 3/4' CONDUIT MINIMUM, 2 #12, 1 #12 GND. PROVIDE FRACTIONAL HORSEPOWER MANUAL MOTOR STARTER AT FIRE SMOKE DAMPER. ® PROVIDE 3/4' CONDUIT, WIRE PER MANUFACTURER'S REQUIREMENTS FOR INTERFACE WITH FIRE ALARM SYSTEM VIA ADDRESSABLE RELAY IN FIRE ALARM TERMINAL CABINET. SEE FIRE ALARM DRAWINGS FOR LOCATION. NORTH I ® FLOOR BOX AND BUSHING TO CAP ABANDONED POWER CONDUIT FOR BOOK SECURITY SYSTEM. SHEET NOTES DIMMING PANEL 'DP2', SEE SHEET E62. PROVIDE J —BOX AND SECURITY SYSTEM DOOR SWITCH. J —BOX AND CONDUIT SHALL BE CONCEALED. Q3 NOT USED. ® POWER PANEL, 208/12OV- 3PH -4W. O5 120V POWER FOR PROJECTOR, SEE ARCHITECTURAL © A/V INPUT FOR INFARED DETECTOR, SEE DIVISION 15. O DISPOSAL, 2GA -12OV. ® SEE GENERAL NOTE /5, THIS SHEET. O PROVIDE 120V POWER (3 /4'C- 2#12+GND) FOR BOOK SECURITY SYSTEM. 10 PROVIDE 120V POWER, DATA AND CATV OUTLET FOR PLASMA TV, SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS. 11 COORDINATE LOCATION WITH ARCHITECT. 120V POWER OUTLET AND DATA OUTLET IN FLUSH FLOOR BOX, SEE GENERAL NOTE J2, THIS SHEET. D 120V POWER FOR FOLDING DOORS. 14 120V POWER FOR MOTORIZED PROJECTOR SCREEN. COORDINATE LOCATION WITH ARCHITECT. 15 SWITCHES FOR PROJECTOR SCREEN AND PROJECTOR. 16 UNDERFLOOR FAN COIL UNIT W /INTEGRAL CONTROLLER AND DISCONNECT, PROVIDE FINAL CONNECTION IN FLEX, AS SHOWN (TYPICAL). PACKAGE AIR HANDLING UNIT SINGLE POINT CONNECTION AND INTEGRAL DISCONNECT USE 3#4 dt 1 #813-1 1/4 -C. 18 SEPARATE CIRCUIT TO AHU LIGHTS. SWITCH SERVES AS DISCONNECT. 19 HVAC, DOC CONTROL PANEL INTERLOCK WITH LIGHTS. 21 PROVIDE ELECTRICAL CONNECTION TO POWER WINDOW OPERATOR. GENERAL NOTES 1. THE CONTRACTOR Shall DRILL ALL REQUIRED OPENINGS IN METAL DOORS FOR DOOR SWITCHES AS DIRECTED BY SECURITY SYSTEM VENDOR. 2. SEE ARCHITECTURAL FLOOR PLANS FOR DIMENSIONED FLUSH FLOOR BOX LOCATIONS. 3. TELEPHONE AND DATA SYSTEM ARE OWNER FURNISHED —OWNER INSTALLED SYSTEMS. THE CONTRACTOR SHALL PROVIDE A COMPLETE CONDUIT AND OUTLET BOX SYSTEM PER GENERAL NOTES (SHEET E01) AND SPECIFICATIONS. 4. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT SPEAKER AND SMOKE DETECTOR LOCATIONS. A FIRE ALARM SYSTEM IS NOT REQUIRED. SEE IM E3o E83 5. PROVIDE DEDICATED /12 NEUTRAL WIRE FOR EACH 120V RECEPTACLE CIRCUIT SHOWN. UNLESS OTHERWISE NOTED. 6. ALL MATERIAL WITHIN THE SUPPLY AIR PLENUM SHALL HAVE MOLD, HUMIDITY AND EROSION RESISTIVE FACES THAT COMPLY WITH THE REQUIREMENTS OF UL 181. ALL COMBUSTIBLE MATERIALS WITHIN THE PLENUM SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE — DEVELOPED RATING 1; SIT Jtgl\MSY s The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, Inc. ` 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE A RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 re. DATE: 07 -31 -2008 SCALE: 1/8" = 1' -0" PARTIAL FLOOR PLAN B POWER & SIGNAL SHEET NO: ROOM NAMES LEGEND 1 ENTRY 25 INFORMAL READING AREA O2 EXTERIOR STORAGE 26 OUTDOOR READING AREA O F.O.L STOREFRONT 27 ADULT / YOUNG ADULT AREA ® MECHANICAL ROOM GD PUBLIC COMPUTER CLUSTERS O ENTRY FOYER 29 TEEN CORNER © READER SERVICE AREA QD JUVENILE AREA 0 REFERENCE AREA 31 INFORMAL READING AREA ® STAFF WORKROOM 32 CHILDRENS STORAGE/WORK ROOM 0 STAFF OFFICE 33 CHILDREN'S AREA 10 STAFF OFFICE 34 CHILDREN'S DESK 11 STAFF WORKROOM 35 CHILDREN'S SPECIAL ENVIRONMENT 12 HALLWAY 36 CHILDREN'S RESTROOM CD STAFF DELIVERY AREA 37 COMPUTER LITERACY LAB 14 STAFF RESTROOM 38 PLA7A 15 STAFF RESTROOM 39 HALLWAY CD STAFF OFFICE GD TELEPHONE ALCOVE 17 STAFF LOUNGE 41 JANITOR'S CLOSET 18 TELEPHONE / DATA ROOM 42 WOMEN'S RESTROOM 19 ELECTRICAL ROOM 43 MEN'S RESTROOM 20 CHILLER AREA 44 COMMUNITY ROOM 21 LOCAL HISTORY AREA 45 COMMUNITY KITCHENETTE 22 GROUP STUDY AREA 46 COMMUNITY ROOM STORAGE 23 GROUP STUDY AREA 47 MECHANICAL ROOM 24 GROUP STUDY AREA 48 COMMUNITY COURTYARD 1; SIT Jtgl\MSY s The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, Inc. ` 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE A RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 re. DATE: 07 -31 -2008 SCALE: 1/8" = 1' -0" PARTIAL FLOOR PLAN B POWER & SIGNAL SHEET NO: LO O 0 r, 0 a 0 0 0 CL 3 N M W I O O N O I M J W i c� z a 0 0 o' 0 0 W oc 00 0 0 a; E 0 c ROOF PLAN = ELECTRICAL SCALE: 1/16"=l'-O" Q NORTH SHEET NOTES 0 NOT USED. 2Q NOT USED. O3 PHOTOCELL FOR SWITCH INPUT TO PANEL 0LCP1 ". GENERAL NOTES 1; S I m Hmea m GROUP The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, InC. 9665 Granite Ridge Drive San Diego, 92123 Tel: 858.244.0.0 360 Fax: 858.244.0361 www.syska.com \ SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE A RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 4 f 1 DATE: 07 -31 -2008 SCALE: 1116" = 1' -0" ROOF PLAN ELECTRICAL SHEET NO: 0 a; 0 ro n 0 a 0 0 0 -0 0 3 0 W i 0 0 0 I N 0 I m w U U z a c c I C I oc C c: CN C C Cc LL a M a i� - -- �7 The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, I1 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB- 02-000 NO. REVISION 1A RECORD DRAWING RECORD DRAWING DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: ELECTRICAL DETAILS SHEET NO: E40 6" 1 STRANDED BAR E GND. LIGHTING TO FIXTURE POLE SHAFT 4" X Br HANDHOLE ANCHOR BOLT COVER GROUNDING STUD WITH GROUNDING WARE SET SCREW AND MOUNTING METAL EQUIPMENT ANCHOR BOLTS PER BOLLARD SHAFT FLANGE PER MANUFACTURER'S CABINET MANUFACTURERS DRY —PAO( GROUT REQUIREMENTS SPECIFICATIONS 454 CHAMFER GROUND LUG TOP OF BASE TO MATCH COMPUTER BASE RAISED COMPUTER (3) /3 HORZ. BARS AT TOP. PROVIDE GROUND FINISH OF ADJACENT GRADE CLAMP ON ANCHOR FLOOR REVEAL BOLT FINISHED GRADE BANDS _0090 SMOOTH FINISH TOP OF FINISHED TOP OF FINISHED GRADE. GRADE CONCRETE PULL BOX WALKWAY — —1 NTH BOLT DOWN TRAFFIC CONCRETE NAND R 8" BOLTS, SIZE LENGTH PER MANUFACTURERS °• •_ =_. RECOMMENDATIONS " 24" 16 ... ... IyI SPIRAL f3 HORIZONTAL 4 36" METAL FLOOR ' > +- GRAVEL SUMP TIES O.C. (BOLLARD) GROUND ALL EQUIP - CONCRETE -12 O Q STRINGER �HORIZR13ARS QUANTITY S REQb. BELOW PULL BOX MENT BASES VIA PAD 6 #5 VERTICAL TIES. Q BARE COPPER en D.C. METAL R FLOOR BRAT /0E CONCRETE POLE BASE. 3/4" C. (3000 PSI) ° Q • ® COPPER ER W RE 4*s vERT BARS PROVIDE 15' -0" #4 AWG BSCU 4" #4/0 BARE COPPER (TYPICAL) 2CAO'L F #4CUNE CU.. GND. GROUND WIRE, COIL 3 #3 TIES AT 3" O.C. GROUND WIRE TO AC M GROUND WIRE IN BOTTOM TYPICAL TOP SYSTEM GROUND PROVIDE A GROUND CONCRETE POLE BASE OF BASE EXCAVATION AND BOTTOM SEE CONNECTION AS 18� E 11 E4.0 SHOWN FOR RAISED � FLOOR SUPPORT, SEE POLE BASE D E T A I L — 20 DIA SUBFLOOR DETAIL !, LU M I N A I R E TYPE SA A (BOLLARD) NO SCALE E11 E40 E40 E40 BOLLARD BASE DETAIL - TYPE "SB" T1E4C AC BUILDING GROUND CONNECTION DETAIL B NO SCALE - E40 NO SCALE PENETRATION SEAL AT RATED PARTITIONS: SYSTEM NO. WL1001 RGS F RATINGS - 1, 2, 3 AND 4 HR. (SEE ITEMS 2 AND 3) T RATINGS - 0, 1, 2, 3 AND 4 HR. (SEE ITEM 3) RGS COUPLING L RATING AT AMBIENT - LESS THAN 1 CFM /SQ. FT. (SEE ITEM 3) L RATING AT 400 F - LESS THAN 1 CFM /SQ. Fr. (SEE ITEM 3) RGS MALE ADAPTER 1A LUMINAIRE TYPE "SB1" - A SEE SPECIFICATIONS. 3 3 (1) 50W ED -17 MH LAMP D D_ ' '_ SET SCREW AND MOUNTING _ CONCRETE 2 FLANGE PER MANUFACTURER'S REQUIREMENTS o o m o o o A 1B 50W 120v MH BALLAST — —_ — — — — SECTION A -A LOCATED IN BOLLARD. PVC CONDUIT - III III (— III —IIII — I III 1. WALL ASSEMBLY -THE 1, 2, 3, OR 4 HR FIRE -RATED GYPSUM WALLBOARD / STUD WALL i —III — —III ; ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED I —III= IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS iN THE UL FIRE FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: ' A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. CORE AND VOIDS PER LUMBER SPACE 16 IN OC WITH NOM 2 B Y 4 IN. LUMBER END PLATES AND CROSS BOLLARD SHAFT - NATURAL ° MANUFACTURER'S RECOMMENDATIONS PVC—RGS TRANSITION DETAIL F BRACES. STEEL STUDS TO BE MIN. 3 -5/8 IN. WIDE BY 1 -3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. PRECAST CONCRETE, ' NO SCALE - E40 LIGHT SANDBLAST 'x 6" B. WALLBOARD, GYPSUM * -NOM 1/2 OR 5/8 IN. THICK, 4 Fr. WIDE WITH SQUARE OR FINISH TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, `: '.'' ' FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL 40 -7/16" a•a U300 OR 0400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX. DIAM. OF OPENING IS 13 -1/2 IN. ANCHOR BOLT AT 90 DEG. ON METAL RAISED 4 -1/4" DIA BOLT CIRCLE FLOOR SUPPORT 2. PIPE OR CONDUIT -NOM 12 IN. DIA (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIE, NOM 12 IN. DIA (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE (TYPICAL) IRON PRESSURE PIE, NOM 6 IN. DIA (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM 2" DIA x 5" DEEP GROUT POCKETS - (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR TYPE L OR (OR HEAVIER) FILL W NON- SHRINK GROUT. / RAISED FLOOR COPPER TUBING OR NOM 1 IN. DIA (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN j COPPER PIPE OR FLEXIBLE STEEL CONDUIT IS USED, MAX F RATING OF FIRESTOP GRID SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN. DIA TOP OF BASE TO MATCH MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX PROVIDE 4 FT MIN. FINISH OF ADJACENT GRADE OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT OF BSCU GROUND WIRE TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ABOVE GRADE FINISHED GRADE ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID, OR CAVITY MATERIAL* - CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIA BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUITAT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF PROVIDE GROUND °: r24' RAISED FLOOR AC WALL ASSEMBLY. THE HOURLY F RATING OF THE FlRESTOP SYSTEM IS DEPENDENT UPON CLAMP ON RE -BAR . BUILDING GROUND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS ° 36" SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM SPIRAL Q HORIZONTAL (BOLLARD) CONNECTION POINT IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY TIES -12 O.C. p •: ; : Q : SEE DETAIL B FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: 6 #5 VERTICAL TIES. O : E40 E 0 MAX ASP CONDUIT CE RATING, RATING, CONCRETE POLE BASE. (3000 PSI) °'. Q .� 3/4" C. #4/0 BARE COPPER DIA INCHES INCHES HOUR HOUR 1 0 TO 3/16 1 OR 2 0 +, 1 OR 2 GROUND WIRE 1 1/4 To 1 2 3 OR 4 3 OR 4 PROVIDE 15' -0" #4 AWG BSCU (TYPICAL) 4 0 TO 1X 1 OR 2 0 GROUND WIRE, COIL Cos 3 #3 TIES AT 3" O.C. 4 0 TO 1 -1/2# 1 OR 2 0 GROUND WIRE IN BOTTOM TYPICAL TOP #4/0 BARE COPPER 6 1/4 TO 1 2 3 OR 4 0 12 3/16 To 3/8 1 OR 2 0 OF BASE EXCAVATION AND BOTTOM 7-TO GROUND WIRE TO AC 20-(DIA) RAISED FLOOR SYSTEM GROUND +WHEN COPPER PIPE IS USED, T RATING IS 0 H. SUPPORT #0 TO 1 -1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 (BOLLARD) WB+ CAULK IS USED. MINNESOTA MINING & MFG. CO. -TYPES CP -25 S /L, CP -25 N /S, CP -25 WB, TYPICAL A C BUILDING RAISED CP -25 WB +. (NOTE: L RATINGS APPLY ONLY WHEN TYPE CP -25 WB CAULK IS USED.) BOLLARD BASE DETAIL - TYPE " S B 1 „ D FLOOR GROUND NO SCALE SYSTEM E - E46 *BEARING THE UL CLASSIFICATION MARKING FIRE PENETRATION DETAIL NO SCALE E11 E40 I NO SCALE - -- �7 The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, I1 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB- 02-000 NO. REVISION 1A RECORD DRAWING RECORD DRAWING DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: ELECTRICAL DETAILS SHEET NO: E40 L_ r, 0 Oi o. r, 0 a 0 v T n 0 d W I 0 0 0 1 N 0 m w 0 z Q 0 0 0 w Co I 0 0 iu E 0 c U_ MECHANICAL EQUIPMENT YARD SCALE. 1/4"=V-0' Q NORTH A A / -- ED ED A A /�� „E„ A A /� A A A // 'PAP" 7O WORKING SPACE �—' r �P" \L- -- ® "EPS" I \ I \ 1E'_ ( TL\ I PANEL "D" ® -- .j I I I PANEL "C" O2 I ED I I PANEL "B" 0 "MSB1" I I PANEL "M1" PANEL "DP1" 1_j "EPP" I I "LCP1„ 10 4 PANS' tt " 2 ELECTRICAL ROOM SCALE: 1/4"=1'-0" Q NORTH PANEL "E" 2D TELECOMMUNICATION ROOM SCALE: 1/4"=V-0" PANEL: VOLTAGE: 120/208 V, 340 4W BUS SIZE: 225A . VM1y I FED FROM: MSB MAIN: 200A -3P MTG: SURF LOC.: ELEC. RM. #19 MIN. A.I.C.: 42,000 NEUTRAL: 100% NEMA: 1 ITEM /LOCATION * BKR /P # 41 A 4)B it C # BKR/P * ITEM/LOCAT)ON AH /j 15 HP A 100 1 5760 PANEL DE►uND AMPS 2 20 1 DT7NWDABLE (R)ECEPTACLE AH 1 LT'S & 0/0 500 21053 21053 175.0 PANEL CONNECTED AMPS 3 :: 5760 0 4 2p 1 15737 LTS CHILLER AREA 175 187.0 A . . . . . . 3 5 5 5760 6 2p 1 RECEPTACLES - 7 CHILLER AREA 540 AC /1 500 100 7 7571 7 8 20 1 8 FC /1. . . . BELOW PLOOR 1176 RECEPT MECH RM 7 . . . . 720 2 9 7571 :: 10 3864 10 1176 SPACE . . _ . . . 500 20 1 11 3 12 .,; 3864 . 12 1176 FC /1. BELOW FLOOR 500 20 1 13 1176 13 14 14 1176 408 . . . . . 15 1176 :: :( 16 EF 2 696 1176 3 17 .: 17 18 1176 18 EF 3 129 AH -3 SMOKE FIRE DAMPER 1176 AH 2 Lis & R 0 100 20 19 500 20 100 AH -5 SMOKE FIRE DAMPER 1176 HVAC DDC CONTROL PANEL. 100 22 21 500 SPARE 22 SPARE 23 1176 RECEPT. MECH. RM. 24 20 1 R 23 2160 360 24 25 1176 PERIMETER FAN COIL DDC CONTROL PANEL 20 1 SPARE . . . . . . . 25 500 . . . . . . . 26 27 EF/5 -1/4. HP 696 AH -2 FIRE SMOKE'DAMPER 28 27 _;,:,; 100 28 EF/4 -83 WATTS . . . . . . 83 WH -2 RM -15 R 30 1 29 2160 30 SPACE . . . . . . . EF /6 - 53 WATTS 53 WH -2 RM -14 R 32 31 2160 SPACE . . . . . . . 32 SPARE 33 1AH -2 RM 17 R 34 33 2160 34 . . . . . . . . . 35 :: WH -2 RM j3. R 35 . . . . . . . . 2160 36 . . . . . . . 37 SPARE . . . . . . . 20 1 37 . . . . . . . 38 39 . . . . . . 39 40 41 . . . . . . . 41 42 W (UONG— CONTINUOUS VA 0 (0 CONN. VA. LCL VA. CONN. AMPS PANEL CONNECTED WA 59.2 KVA * (N)ON- CONTINUOUS VA 50560 A 22391 22391 187.0 PANEL DE►uND AMPS 164.4 A 20 1 DT7NWDABLE (R)ECEPTACLE 8640 B 21053 21053 175.0 PANEL CONNECTED AMPS 164.4 A :: (K)ITCHEN (#EQINP. 0) 0 C 15737 15737 131.1 HIGH 4) AMPS W /LCL 187.0 A NOTES: DATE: 04 /27/05 REVISION DATE 04 /11/08 SHEET NOTES Ql TELECOM BACKBOARD, 8'(H) X 314" (THICK) PLYWOOD BACKBOARD FINISHED IN GRAY FIRE RETARDANT PAINT. 0 POWER PANEL, 208/12OV- 3PH -4W. Q3 MAIN SWITCHBOARD "MSB1', 1000A- 208/12OV- 3PH -4W, NEMA 1. Q4 DIMMING PANEL "DP1', SEE SHEET E62. O5 MASTER CLOCK PANEL, SEE SPECIFICATION AND SHEET E63. © SECURITY ALARM PANEL, SEE SHEET E63. Q7 PUBLIC ADDRESS PANEL, SEE SHEET E63. © EMERGENCY POWER SUPPLY, 10KVA/7.5KW- 208/12OV- 1PH -3W. 90 EMERGENCY POWER PANEL, 10OA- 208/12OV- iPH -3W. 10 LIGHTING CONTROL PANEL 11 VARIABLE FREQUENCY DRIVE WITH DISCONNECT SWITCH, SEE DIVISION 15. 1Q PACKAGED HVAC SYSTEM WITH SINGLE POINT CONNECTION AND INTEGRAL DISCONNECT. 13 PACKAGE AIR HANDLING UNIT WrrH SIDLE POINT CONNECTION AND INTEGRAL DISCONNECT. 14 SEPARATE CIRCUIT TO MU LIGHTS, SWITCH SERVES AS DISCONNECT. ITEM/LOCATION * BKR/P # 1 41 A 40B tO C # BKR /P * ITEM /LOCATION AH /3 15 HP 100 1 5760 2 20 1 AH 3 LTS & R 0 . . . 500 3 :: 5760 4 AH 4 LT'S & R 0 500 3 5 ;: 5760 6 AH 5 Lis & R 0 500 AH /4 10 HP 6U 7 3864 8 RECEPT MECH RM 7 . . . . 720 9 3864 10 DDC CONTROL PANEL MECH RM 7 500 . _ . . . . _ 3 11 .,; 3864 . 12 IRRIGATION CONTROLLER 500 AH 5 15 HP 100 13 5760 14 EF /1 408 15 5760 16 EF 2 696 3 17 .: 5760 18 EF 3 129 AH -3 SMOKE FIRE DAMPER 20 1 19 100 20 AH -4 FIRE SMOKE DAMPER 100 AH -5 SMOKE FIRE DAMPER 21 :: 100 22 SPARE SPARE 23 : ... 24 20 1 R WH-2 RM 2160 . . . . . . . 25 26 20 1 SPARE . . . . . . . . . . . . . . 27 28 . . . . . . . 29. 30 SPACE . . . . . . . 31 32 SPACE . . . . . . . 33 34 . . . . . . . . . 35 :: 36 . . . . . . . . . . . . . . . . 37 38 . . . . . . . 39 41 (L)ONG— CONRNUWIS VA 0 4) COW VA. LCL VA. COIN. AMPS PALL CONVECTED KVA 53.1 KVA 9 (N)ON- CONTNUOOS VA 50905 A 17212 17212 143.4 PANEL DEMAND AMPS 147.3 A a DEMANDABLE (R)F.CEPTACLE 2160 B 17180 17180 143.2 PANEL CONNECTED AMPS 147.3 A (KWHEN (#EQL#P. 0) 0 C 18673 18673 155.6 HIGH (0 AMPS W /LCL 155.6 A NOTES: DATE: 04 /27/05 1; SYSKA HENN M GROUP The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, IncD 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION 1Q RECORD DRAWING RECORD DRAWING DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 l .« DATE: 07 -31 -2008 SCALE: ENLARGED PLANS & MECHANICAL PANEL SCHEDULES SHEET NO: I { 0 0 00 0 r, 0 Q 0 0 „ 0 o_ 3 0 Ld w I 0 0 0 I N O Q o! 0 0 0 0 w 00 0 C) 0 I CD 0 N 0 U1 w / 0 0 0 N 0 on J w U 0 Q i a 6 E 0 c L t� Q 1600A METERING SECTION Q "MSB" _\s, 1600A I I 1600A - 208/120V- 3PH -4W- 42KAIC (MIN) UNDERGROUND I I 1 2 3 PULL SECTION I I M 10006 8006 200A 400A 3P 3P 3P 3P 42 KAIC (AVAIL) TO SDG &E PADMOUNTED TRANSFORMER I L 1600A 3P It QQ #4/0 CW PII ® #4/0 LIFER GND. CIRCUIT BREAKERS 1 10006 - 208 /120V- 3PH -4W- 42KAIC (MIN)1 3POA SHALL BE RATED 42KAIC (MIN) MINIMUM PANEL AND CIRCUIT BREAKER RATING SHALL BE 30,000 AIC, SEE PANEL SCHEDULES SHEET E61. 1006 3P 5 j "A" PNL "B" PNL I j "A" PANEL "M1" PANEL "M2" PANEL I" ('i 91DP1" Q "DP2" Q HVAC EQUIPMENT PACKAGED UNIT 31.9KAIC CIRCUIT BREAKERS SHALL BE RATED 42KAIC (MINIMUM) I D 100A 3P I BREAKER SETTINGS: 1600A MAIN BREAKER: In= 1600; Isd= 6xlr, 12t= OFF SPACE 1000A BREAKER; Ii= Min 800A BREAKER: Ti= Min CIRCUIT NUMBER (TYPICAL) (15 HP) ALL WIRING SHALL BE STRANDED COPPER, TYPE THWN. (AVAIL) "MSB 1 ' CIRCUIT NUMBER (TYPICAL) I 1 2 3 4 5 6 7 8 9 10 11 13PA 150A 150A 150A -- -- -- -- -- 3P 3P 3P 01 PROVIDE CONCRETE ENCASED SCHEDULE 40 PVC CONDUIT BELOW GRADE PER SDG &E COMPANY REQUIREMENTS. CONDUCTORS SHALL BE PROVIDED PER SDG &E STANDARDS. (D PROVIDE ITEM INDICATED PER SDG&E REQUIREMENTS. 30 CONNECT GROUND WIRE TO MAIN METAL COLD WATER PIPE WITHIN 5' OF WATER SERVICE ENTRANCE. ® PROVIDE "UFER" GROUND AND EXTEND GROUND WIRE TO BUILDING GROUND PER SAN DIEGO AREA ELECTRICAL NEWSLETTER FOR CONCRETE ENCASED ELECTRODES.. Q MAIN SWITCHBOARD "MSB ", 160OA- 208/12OV- 3PH -4W, NEMA 3R (WEATHERPROOF). © NEUTRAL BUS BAR. 0 GROUND BUS BAR. PNL "A" PNL "B" PNL I (15 HP) ALL WIRING SHALL BE STRANDED COPPER, TYPE THWN. (AVAIL) "MSB 1 ' CIRCUIT NUMBER (TYPICAL) I 1 2 3 4 5 6 7 8 9 10 11 13PA 150A 150A 150A -- -- -- -- -- 3P 3P 3P 01 PROVIDE CONCRETE ENCASED SCHEDULE 40 PVC CONDUIT BELOW GRADE PER SDG &E COMPANY REQUIREMENTS. CONDUCTORS SHALL BE PROVIDED PER SDG &E STANDARDS. (D PROVIDE ITEM INDICATED PER SDG&E REQUIREMENTS. 30 CONNECT GROUND WIRE TO MAIN METAL COLD WATER PIPE WITHIN 5' OF WATER SERVICE ENTRANCE. ® PROVIDE "UFER" GROUND AND EXTEND GROUND WIRE TO BUILDING GROUND PER SAN DIEGO AREA ELECTRICAL NEWSLETTER FOR CONCRETE ENCASED ELECTRODES.. Q MAIN SWITCHBOARD "MSB ", 160OA- 208/12OV- 3PH -4W, NEMA 3R (WEATHERPROOF). © NEUTRAL BUS BAR. 0 GROUND BUS BAR. PNL "A" PNL "B" PNL "C" PNL "A" PANEL "B" PANEL °C" PANEL I" 0 91DP1" 0 "DP2" � /UA 2P IUUA- OUA - DU/.X - IZ)UA- 3P 3P 3P 3P PNL PNL PNL PNL "E» I,DP1,> >,DP2„ I,FI, ® © © o TELECOM RM. SINGLE LINE DIAGRAM SCALE: NONE Q POWER PANEL, 10OA- 208/12OV- 3PH -4W, SEE PANEL SCHEDULE, SHEET E61. Q POWER PANEL, 225A- 208/12OV- 3PH -4W, SEE PANEL SCHEDULE, SHEET E61 AND E41. 10 EMERGENCY POWER SUPPLY, 15KVA /12KW, 208V -1PH (INPUT), 120V -1 PH (OUTPUT) WITH 90 MINUTE BATTERY BACK —UP. 11 PROVIDE #4/0 NEUTRAL BONDING JUMPER. 0 POWER PANEL, 40OA- 208/120V- 3PH -4W. SEE PANEL SCHEDULE, SHEET E61 AND E41. (3) 3 "C.- 4 #300MCM + 1#1/0 GND. (EACH CONDUIT) IN "DP1" DIMMING CABINET SHEET NOTES IN "DP2" DIMMING CABINET — — — — — J 14 1- 1/4 "C -3 #1 & 1 #8 GND. 15 NOT USED. 16 3/4 "C. -3 #12 & 1 #12 GND. 17 (2) 2 "C. -4 #3/0 & 1#2 GND. (EACH CONDUIT) 18 2 "C. -4 #3/0 & 1#6 GND. 19 (3) 4 "C.- 4 #500MCM & 1 #4/0 GND. (EACH CONDUIT). ©0 MAIN SWITCHBOARD "MSB1" LOCATED IN BUILDING ELECTRICAL ROOM # 21 2-C.-4#1/0 & 1#6 GND. ® 1 1/4 "C. -2 #2 & 1 #8 GND. © PROVIDE SPACE FOR (2) 10OA -3P CIRCUIT BREAKERS (MIN). ©4 1 1/2"C.-4#1 & 1#8 GND. © 1 "C. -4 #6 & 1 #8 GND. 26 2 "C. -2 #1 & 1 #6 (GND). © DIMMER PANELS, 10OA- 208/120V, 10KAIC (MIN) SEE SHEET E62. ® POWER PANEL 225A- 208/12OV- 1PH -3W, SEE SHEET E61. ©9 PROVIDE JUMPER WIRE (1 #1) BETWEEN INCOMING LUGS (PHASE A AND B) IN PANEL. LOAD SUMMARY "MSB1" PANEL "A" PANEL "B" PANEL "C" PANEL "D" PANEL "E" PANEL "F" PANEL "EPP" PANEL 91DP1" PANEL "DP2" SUBTOTAL CHILLER "CH -1" PANEL "M1" PANEL "M2'I AIR HANDLER "AH -1" SUBTOTAL "KVA" 18.4 15.9 6.4 8.6 4.0 6.2 10.3 30.9 6.4 155.4 39.5 56.3 16.6 107.1 KVA 267.8 KVA TOTAL 374.9 KVA 374.9KVA/208 -3PH = 1041.3A The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. NO. REVISION Qi RECORD DRAWING 07/31/2008 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: K 07 -31 -2008 SCALE: SINGLE LINE DIAGRAM SHEET NO: Syska Hennessy Group, Inc' V 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 ►7aM aaaNMa71 wwwsyska.com �lOY� SYSKA JOB NO. ELB -02 -000 NO. REVISION Qi RECORD DRAWING 07/31/2008 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: K 07 -31 -2008 SCALE: SINGLE LINE DIAGRAM SHEET NO: cc 0 ai 0 00 0 r` 0 0 al 0 0 a 0 Ism I 0 O O I 0 0 I a 0 0 U w 00 0 I E 0 c I.� LUMINAIRE SCHEDULE TYPE MTG LUMINAIRE DESCRIPTION MANUFACTURER & CATALOG NUMBER LAMP BALLAST INPUT REC DEPTH # TYPE W S: CT CRI C DE # YPE PF BF CIRCUIT WATTS VOLTS VA MH REF NOTES A PEND 8 LINEAR FLOURESCENT 2 LAMP CROSS SECTION DIRECT %INDIRECT (50X UP /5OX ON), WITH DIMMING BALLASTS, SEMI LEDAUfE 4 CRESCENDO L16TO2PD087 1.DIM.W 4 /FLR 32W1`3 3500•K/85 2 /DIM .99PF .888F 12OW 120V 133VA L OSPECULAR O CROSS - BAFFLE LOWER OPTICS. ABBF 34VA 2 O PEND SAME AS TYPE A EXCEPT 4 FT• LONG. LEDAU E 8316TOYPDD47 2 /FUR 1 /DIM 64W Al REC DOWNUGHT WITH GLASS 1.DIM.W 350�K/85 .88BF 67VA Li BE PROJECTION. WITH LOW VOLTAGE ELECTRONIC ICRO BAL -MIC- 517 -W/ 12 VOLT - - 50VA A2 WALL WALL MOUNTED, LINEAR, 4FL DIRECT /INDIRECT TO RESEMBLE TYPE me IN OPTICS AND APPEARANCE LEDALRE EURO 55 221OT02PDO47 .DIM.W 2 /FLR 32WTB 3500'K/85 1/DIM .99PF .96BF 64W 120V 67VA O X 6' RECESSED DOWNLIGHT WITH +7' -W 1 /FLR 1 /EL 38W L2 Q COMPACT FLUORESCENT AND CLEAR ALZAK REFLECTOR AND ELECTRONIC BALLAST. TBXIC -TO95 V 120 BRP NOT USED .95PF .88BF - 120V 30VA 1/EL .95PF .92BF •92BF 20W 120V 20VA A3 NOT USED. NOT USED [-7 Y NOT USED A4 COVE SIDE LAMP STRIP, 4 FT. LONG COLUMBIA # ES4- 132 -E3BW- 1 /FLR 32WT8 1 /EL .95PF 32W 120V - N 120 SIMILAR TO TYPE 'Al" EXCEPT LEDAUTE 2/FLR 1 /DIM 64W A5 PEND MORE DIRECT OPTICS- UP /80% ON. ACHIEVA # B816T02PGO4 1.DIM.W 32WTB 3500'K/85 .99PF .96BF 12UV 67VA N1 AND DIMMERS. #15Q -300 "20% 35WK/85 .88BF 23VA 0 TRACK HEADS FOR TRACK TYPE PEND T5 PENDANT DOUBLE LAMP TUBE IS ONLY SHIELDED ALONG BOTTOM DELRAY #SPINA 544254 - 2 /FLR 48M 1/DIM - 64W 12OV B WALL HALF BY PERFORATED SHIELD. WITH DIMMABLE BALLAST. 401 3500'K/85 - - 67VA P #297 -00 C7 (PER 8') BOVA SURF UNDER CABINET TASK LIGHTS. REC WET LOCATION RECESSED DOWNUGHT TO GRAZE GARDCO #22OC- P- 42TRF- 1 /FLR 42WTIT 1 /EL .95PF 43W 120V C EXTERIOR COLUMNS. 120 -BRP 3500'K/82 .88BF 45VA SA r(D POLE MOUNTED, METAL HAUDE, 28' DNA. ROUND, INVERTED CONE SHAPE, SYMMETRICAL LIGHT DISTRIBUTION WITH FULL CUT OFF OPTICS. LOUIS POULSEN #TERMINAL TER 1 /15OW /CMH/T -6 G12 120 /277V, COLOR PER i /MH 15OW ED -17 PULSE START NOT USED PRESCOUTE 1 /FLR 1 /DIM 32W D PEND DIMMABLE CF8P32TEB -DM- 32WrlT .95PF 120V 01 BOLLARD TO MATCH TYPE "SA' ID WALL EXIT SIGN - EDGE UT, LED CIRCUIT INPUT. RED LETTERS - TWO LTTHONIA 1 RG 120 P 0) 1 /LED RED - - - 1.5W 12 0V p " PULSE START WP ® WALL WEATHERPROOF EXIT SIGN - LE.D SOURCE RID LETTERS - TWO CIRCUIT INPUT. UTHONIA #LRP W 1 RG 120 X2 (120) 1 /LED 1.5W RED - - _ 1.5W 120V 1.5VA F SURF WET LOCATION, RECESSED DOWNUGHT WITH TEMPERED GLASS, STAINLESS STEEL FACEPLATE AND PERFORATED STAINLESS BEGA #6941/561 1 /INC 75W PAR 30 - - - - 75W 120V 75VA g" NOT USED 61W 1 65VA STEEL BAFFLE ENCLOSED IN A CUSTOM S SHROUD. - NOT USED. REC RECESSED 2 X 2 TROFFER INDIRECT WITH PERFORATED ALERA #LUM22 -217G- NOT USED. 1 /EL .95PF 33W 120V T G MPO -EBBLH -120 00' 35K/85 .888F 35VA SCI __]CENTRAL SIMILAR TO TYPE 'SC' EXCEPT LOW TEMPERATURE, WALK -OVER TOP LENS KIM NF /IOOMH120/ 10 LTi HL10 FIXTURE AT LOWEST REC SAME AS TYPE Y EXCEPT PROVIDE WALL RECESSED STEP LIGHT WITH ROUND FACE AND WIRE GUARD, WET BEGA 12023 -510 1 /INC SOW SOW H MPO -EBOLH -120 LOCATION RATING, INTEGRAL ELECTRONIC TRANSFORMER. .88BF 3200'K 82 50140%1' 50VA WET LOCATION LED. LINEAR, CURVEABLE BRUCK 1 /LED - +7' -6' SURF STRIP LIGHT WITH HIGH FLUX LE.D.'S AND FLOURESCENT STRIP WITH COLUMBIA 2 /FLR WALL WEDGE SWIPE, DIRECT, COMPACT FLUORESCENT BEGA # 7475 -WHITE 1 /FLR 42WTTT 1 /EL .95PF 53W 120V CS8- 132- EBBLH- 20 - (2)CSWG4 K .95PF .88BF WET LOCATION WITH FORWARD THROW OPITCS. 3500'K/82 .88BF 55VA SAME AS TYPE U COLUMBIA 1 /FLR 1 /EL +9' -V PEND EXCEPT 4 Fr. LONG. #CS4- 132- EB8LH- 3M .95PF 120V U1 120 - CSWG4 3500WK/85 MTG: COVE, FLooR, GrounD, PENDant, POLE, RECessed, SURFace, WALL LAMP: / NUMBER OF LAMPS LUMINAIRE; TYPE:FLuoRescerd, H S, INCandescerd, BALLAST: #:NUMBER OF BALLASTS PER LUMINAIRE TYPE: ELschanic, HYBrid, MAGnettc; MTG: COVE, FLooR, GrounD, PENDant, POLE, INDuction, LIPS, Metal HalkN; PF: MINIMUM POWER FACTOR; MH: MOUNTING HEIGHT ABOVE FINISHED WATTS: LAMPS WATTS; CT: COLOR TEMP. BF: MINIMUM BALLAST FACTOR; FLOOR TO J -BOX CENTER IF WALL, IN DEGREES KELVIN; CRI: MINIMUM CIRCUIT: CWA, INStant, PARallsl, RAPId, TO BOTTOM IF PENDANT OR IF COLOR RENDERING INDEX; CODE: SERNes, TRIGger. POLE, HEIGHT ABOVE GRADE TO TOP. ORDERING CODE OR OTHER INFO. PE:FLuoRescsnt, HIPS, INCandeacwd, Q FOR MOUNTING HEIGHTS, SEE E20 AND E21 LIGHTING LAYOUT O2 DIMMING BALLAST SHALL BE COMPATIBLE WITH LUTRON DIMMING SYSTEM WITHOUT ANY INTERFACE DEVICES OR SOFTWARE DIMMING CONTROLLED BY -WALL BOX- TYPE OF DIMMER, OR ARCHITECTURAL DIMMING SYSTEM. SEE LIGHTING LAYOUTS AND DIMMING PANEL SCHEDULES. ® COORDINATE MOUNTING HEIGHTS WITH ARCHITECTURAL LUMINAIRE SCHEDULE TYPE EMH LUMINAIRE DESCRIPTION MANUFACTURER & CATALOG NUMBER LAMP BALLAST INPUT REC DEPTH # PE W /�I CODE # PE BF CIRCUIT WATTS VOA MH REF NOTES WALL NOT USED CANLET #BFWF32HlG 1/FLR 32WM 1 /EL .95PF 32W L GS 3500'K/82 GX24Q 3 ABBF 34VA RECESSED LOUIS POULSEN 1 /INC - SON W REC DOWNUGHT WITH GLASS RUP - Li BE PROJECTION. WITH LOW VOLTAGE ELECTRONIC ICRO BAL -MIC- 517 -W/ 12 VOLT - - 50VA DIMMING. S O X 6' RECESSED DOWNLIGHT WITH IRESCOUTE 1 /FLR 1 /EL 38W L2 REC COMPACT FLUORESCENT AND CLEAR ALZAK REFLECTOR AND ELECTRONIC BALLAST. TBXIC -TO95 V 120 BRP 26WTTT 3500'K/82 .95PF .88BF - 120V 30VA 1/EL .95PF .92BF •92BF 20W 120V 20VA NOT USED. NOT USED M Y COVE SIDE LAMP STRIP, 4 FT. LONG COLUMBIA # ES4- 132 -E3BW- 1 /FLR 32WT8 1 /EL .95PF 32W 120V - N 120 35WK185 J38BF - 33VA - - COVE SAME AS TYPE 'N' EXCEPT 2 FT LONG. COLUMBIA � # DE2- 117 -EH -120 1 /FLR 17WT8 1 /EL .95PF 22W 120V N1 AND DIMMERS. #15Q -300 35WK/85 .88BF 23VA TRK TRACK HEADS FOR TRACK TYPE TRANSLATE SONOMA ##FLX- LT- ST -CB -PN RECESSED, MONO -POINT LSI 1 /INC. - BOW WALL TRACK /31362 WITH BOW PAR 10' - 12OV P #297 -00 C7 (PER 8') BOVA SURF UNDER CABINET TASK LIGHTS. PEND PENDANT CYLINDER COMPACT FLUORESCENT. PRESCOLATE #CF8PTEB-CR -WH 1 /FLR 32WM 1 /EL .95PF 32W 120V 0 3500K/85 .9481' 3500'K/82 .88BF 34VA SA r(D POLE MOUNTED, METAL HAUDE, 28' DNA. ROUND, INVERTED CONE SHAPE, SYMMETRICAL LIGHT DISTRIBUTION WITH FULL CUT OFF OPTICS. LOUIS POULSEN #TERMINAL TER 1 /15OW /CMH/T -6 G12 120 /277V, COLOR PER i /MH 15OW ED -17 PULSE START PENDANT CYLINDER PRESCOUTE 1 /FLR 1 /DIM 32W 12' PEND DIMMABLE CF8P32TEB -DM- 32WrlT .95PF 120V 01 BOLLARD TO MATCH TYPE "SA' COMPACT FLUORESCENT. R -WH 3500'K/82 .88BF _ 34YA SO ® p PULSE START NOT USED 65VA R I SB1 - ] SAME AS TYPE 'SB' EXCEPT LUMINAIRE IS MOUNTED ON CONCRETE BOLLARD. BEGA M8546MH - CONCRET ENCASED SHAFT 1 /MH 50WID -17 PULSE START NOT USED 61W 1 65VA S - NOT USED. REC RECESSED 2 X 2 TROFFER INDIRECT WITH PERFORATED ALERA #LUM22 -217G- 2 /FLR 17WT8 1 /EL .95PF 33W 120V T LAMP BASKET MPO -EBBLH -120 00' 35K/85 .888F 35VA SCI __]CENTRAL SIMILAR TO TYPE 'SC' EXCEPT LOW TEMPERATURE, WALK -OVER TOP LENS KIM NF /IOOMH120/ 10 LTi HL10 FIXTURE AT LOWEST REC SAME AS TYPE Y EXCEPT PROVIDE ALERA #LUM22- 217FK22- 2 /FR 17WT8 1 /EL .95PF 33W 120V FLANGE KIT. MPO -EBOLH -120 3500'K/85 .88BF 35VA T1 WET LOCATION LED. LINEAR, CURVEABLE BRUCK 1 /LED - 75W SURF STRIP LIGHT WITH HIGH FLUX LE.D.'S AND FLOURESCENT STRIP WITH COLUMBIA 2 /FLR 1 /EL 64W SD U PEND WIRE GUARD - 8 Fr. LONG CS8- 132- EBBLH- 20 - (2)CSWG4 32M 3500'K/85 .95PF .88BF 120V 67VA SAME AS TYPE U COLUMBIA 1 /FLR 1 /EL 32W PEND EXCEPT 4 Fr. LONG. #CS4- 132- EB8LH- 3M .95PF 120V U1 120 - CSWG4 3500WK/85 .888E 33VA MTG: COVE, FLooR, GrounD, PENDant, POLE, LAMP: #:NUMBER OF LAMPS LUMINAIRE; BALLAST: NUMBER OF BALLASTS PER LUMINAIRE RECessed, SURFace, WALL TYPE:FLuoRescmt, HPS, INCondescsrd, T�: ELectronb, HYBrtd, MAGneUc; INDuction, UPS, Metal Halide; PF: MINIMUM POWER FACTOR; MH: MOUNTING HEIGHT ABOVE FINISHED MTG: COVE, FLooR, GrounD, PENDant, POLE, LAMP: :NUMBER OF LAMPS LUMINAIRE; BALLAST: #:NUMBER OF BALLASTS PER LUMINAIRE RECesssd, SURFace, WALL PE:FLuoRescsnt, HIPS, INCandeacwd, TYPE: ELectronic, HYBrid, MAGneBc; COLOR RENDERING INDEX; CODE: INDuction, LPS, Metal Halide; PF: MINIMUM POWER FACTOR; MH: MOUNTING HEIGHT ABOVE FINISHED WATTS: LAMPS WATTS; CT: COLOR TEMP. BF: MINIMUM BALLAST FACTOR; FLOOR TO J -BOX CENTER IF WALL, IN DEGREES KELVIN; CRI: MINIMUM CIRCUIT: CWA, INStant, PARallel, RAPId, TO BOTTOM IF PENDANT OR IF POLE, HEIGHT ABOVE GRADE TO TOP. COLOR RENDERING INDEX; CODE: ORDERING CODE OR OTHER INFO. SERies, TRIGger. LUMINAIRE SCHEDULE TYPE MTG LUMINAIRE DESCRIPTION MANUFACTURER & CATALOG NUMBER LAMP BALLAST INPUT REC DEPTH # YPE WA CRI CODE # YPE BF CIRCUIT WAS V LTS VA MH REF NOTES r WALL WET LOCATION JELLY JAR CANLET #BFWF32HlG 1/FLR 32WM 1 /EL .95PF 32W V GS 3500'K/82 GX24Q 3 ABBF 34VA NOT USED W ALLOCATION FOR SIGNAGE CHANNEL - LETTER NEON X XL SURF LINEAR STRIP, LED. SOURCE, 4' -6' LONG, 30- DEGREE WIDE DISTRIBUTION, 2.3 INCHES WIDE BY 2.1 INCHES TALL, 1 0 LIGHTING #0- 04 -06- 102 - 2 -2 -1 20 /1-E.D. 20 WATTS - - 1/EL .95PF .92BF •92BF 20W 120V 20VA NOT USED Y CUSTOM CURVABLE SUSPENDED TRANSLTTE SONOMA - - - PEND TRACK LIGHTING SYSTEM, INCLUDING #LT -505 WITH - - - ALL HARDWARE AND TRANSFORMERS TRANSFORMER - - - Z AND DIMMERS. #15Q -300 - TRK TRACK HEADS FOR TRACK TYPE TRANSLATE SONOMA ##FLX- LT- ST -CB -PN 8 /114C 3OW - - 24OW 12OV Z1 MR16 12 VOLT _ 24OVA (PER 8') (PER 8') SURF UNDER CABINET TASK LIGHTS. BELFER # 6316FO321E 1 /FLR 32wre 1 /EL .95PF 32W AA 3500K/85 .9481' 33VA SA POLE POLE MOUNTED, METAL HAUDE, 28' DNA. ROUND, INVERTED CONE SHAPE, SYMMETRICAL LIGHT DISTRIBUTION WITH FULL CUT OFF OPTICS. LOUIS POULSEN #TERMINAL TER 1 /15OW /CMH/T -6 G12 120 /277V, COLOR PER i /MH 15OW ED -17 PULSE START 1 /MAG HPF - - 21OW 120V 235VA 12' ARCHITECT TYPE V T- RSA -43 . GO BOLLARD TO MATCH TYPE "SA' BEGA #8546MH - WHITE 1 /MH 50WED -17 1 /EL HPF 61W 120V SO PULSE START _ 65VA 40" SB1 GO SAME AS TYPE 'SB' EXCEPT LUMINAIRE IS MOUNTED ON CONCRETE BOLLARD. BEGA M8546MH - CONCRET ENCASED SHAFT 1 /MH 50WID -17 PULSE START 1 /EL HPF - 61W 1 65VA 40„ - NOT USED. SC SCI GD SIMILAR TO TYPE 'SC' EXCEPT LOW TEMPERATURE, WALK -OVER TOP LENS KIM NF /IOOMH120/ 10 LTi HL10 FIXTURE AT LOWEST 1 /MH 100W PULSE START 1 /EL HPF - - 12OW 120V 13WA 24' POSITKIN INSIDE WELL WET LOCATION LED. LINEAR, CURVEABLE BRUCK 1 /LED - 75W SURF STRIP LIGHT WITH HIGH FLUX LE.D.'S AND #ORbN'S BELT- 75W - SD 10' BEAM SPREAD WITH IN -GRADE TRANSFORMER ENCLOSURE WITH 135401 -1- 135914- 135910- D- 30OWDC - - 75VA WEATHERPROOF IN -GRADE DRIVER ENCLOSURE B.K. UGHITING 14KB. MTG: COVE, FLooR, GrounD, PENDant, POLE, LAMP: #:NUMBER OF LAMPS LUMINAIRE; BALLAST: NUMBER OF BALLASTS PER LUMINAIRE RECessed, SURFace, WALL TYPE:FLuoRescmt, HPS, INCondescsrd, T�: ELectronb, HYBrtd, MAGneUc; INDuction, UPS, Metal Halide; PF: MINIMUM POWER FACTOR; MH: MOUNTING HEIGHT ABOVE FINISHED WATTS: LAMPS WATTS; Cr: COLOR TEMP. BF: MINIMUM BALLAST FACTOR; FLOOR TO J -BOX CENTER IF WALL, IN DEGREES KELVIN; CRI: MINIMUM CIRCUIT: CWA, INStant, PARallel, RAPId, TO BOTTOM IF PENDANT OR IF COLOR RENDERING INDEX; CODE: SERiss, TRIGger. POLE, HEIGHT ABOVE GRADE TO TOP. ORDERING CODE OR OTHER INFO. 1; SYM i11Cd\Mff 4111tOY1P The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Q Syska Hennessy Group, Inc 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION A RECORD DRAWING RECORD DRAWING DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: LUMINAIRE SCHEDULE SHEET NO: 4W BUS SIZE: 225 PANEL: VOLTAGE: 120/208 V, 340 4W BUS SIZE: 225 PANEL: VOLTAGE: 120/208 V, 340 4W BUS SIZE: 225 PANEL: VOLTAGE: 120/208 V, 3414W BUS SIZE: 225 PANEL: VOLTAGE: 120/208 V, 340 0 YAK MAIN: M.L.O. MTG. SURF Oct FED FROM: MSB1 MAIN: M.L.O. - MTG: SURF FED FROM: MSB1 MAIN: M.L.O. MTG. FURF The original CADD plot of FED FROM: MSB1 MAIN: M.L.O. MTG: SURF 9113f FED FROM: MSB1 M m LOC.: ELEC. 9 IMIN. A.I.C.: 30,000 NEUTRAL- 100% NEMA: 1 LOC.: ELEC. MIN. A.I.C.: 30,000 INEUTRAL: 100% NEMA: 1 LOC.: ELEC. I MIN A.I.C.: 30,000 NEUTRAL: 100% IN . EMA: 1 LOC.: ELEC. RM. #19 IMIN. A.I.C.: 30,000 NEUTRAL: 100% NEMA: 1 this drawing, issued for use in construction, is ITEM/LOCATION BKR/P # 40 A 4) B 10 C IF BKR/P * ITEM/LOCATION ITEM/LOCATION BKR/P OA *B *C # BKR/P ITEM LOCATION ITEM LOCATION BKR # OA (1) ITEM LOCATION stamped and signed by a registered en CHILDERINIS ENVIORMENT 35 ROOMS 8-11.14-16 RECEPTACLE -.COPIER 20 20 1 R R L L N 20 11000 . . . . . . . . . . . UdHtIN� 1110 LIGHTING ROOM �7* F4-0- 2 1 ROOM is ROOM is 5 2 1 R R6oi 21 27 . • . . . ROOM Si, 3' 652 3 1000 T RECEPTACLE ROOM . . . . . . . 3 ROOMS 45 & 46 L ROOMS -19,21 RECEPTACLE - COPIER N R R 720 RECEPTACLE . . . . . . . L 3 .12,17 . . . . . : --- 7-2-0--j:_ 4 R R 4 R RECEPTACLE LIGHTING 'oomro� : I U�HtING ROOM �7 4 ROOM 33 720 R60i 37,42.43' 1038 :::::: ..... 720 ROOM i7 MECHANICAL RM. 47 1110 ;��;p 5 ROOMS 3.f.49 RECEPTACLES 540 RECEPTACLE L L 5 . . . . . . . . 5 :::::: :::]:,. , : . . . . . . . . . 5 ....... .. ... . . . . . ROOM . . . . . . . R 6 R R R • 500 6 R LIGHTING 8 6 LIGHTING ROOM 18,19,20 720 540 5 Ri5oi i7 . . . . R60i 37' NORTH EXIT SIGNS 21 ............ I �.. � . e � I I I ­ REFRIGERATOR L 7 0�_ ROOMS 2 & 3 RECEPTACLES R 7 720 7 . . . . . 8 L. UdHiIN6 . . . ROOM W7 750 8 N. R6oM R 720 8 R . . . . . . . . . ROOM S7 R 540 a R ROOM . RECEPTACLE . • • • . .. .... Hennes Group, In 9 SOUTH EXIT SIGNS I I ROOMS 2Z23.24 RECEPTACLES 9 W MICROWAVE • 10 . . . . . . • • • • • • 9 0 . . . 9665 Granite Ridge Drive . . . . . . . . . L 9 10 L LIGHTING ROOM is R _75-0 .... . 10 N ROOM R 7 Fe .:10 R . . . . . R 540 S7,�%39' 679 San Diego, CA 92123 WOMENS RES.TROOM 42 - L 911 - L READER SERVICE AREA 6 DISPOSAL . . . 11000 CqFFEE. MAKER RECEPTACLES . . . . 11 . . . . . . . . . N . . . . . . . . . . . R R �C� . . . . . . . R Tel: 858.244.0360 750 N __�0­0 12 ROOM 28 12 UdHiINb 60 12 L.E.O. §Tk1P'LIdH1jNd ROOM 17 12 ROOM 7 Fax: 858.244.0361 ROOMS 41 & 43 13 OUTDOOR READING 26 RECEPTACLES 13 720 R SPARE ROOM 27 ...... SPARE ........ S"FA BkqNMSY www.y atom . . . . . . . . . L 375 14 L Oy ROOM fi,14J5 R ---------- -1. R ROOM ioS . . . . . 14 R . . . . . . . . . W! . ND . OW OPER. 14 4111"ar sk LIGHTING - - z DQWNLI�HtS . . . . . 720 14 COMPUTER. LAB. 37 15.:':''': OUTDOOR READING 26 RECEPTACLES 15 �', � I '1� �'� 1 540 RECEPTACLE . . . . . . . . 15 . . . . . . . . L L SfIEFS LIGHTS . . R&)�01 iO R .. .... - �: ...... 16 R R604 6 . . . . :18 R . . . . . . . . WINDOW OPER. 8 R RECEPTACLES LIGHTING _ _ ­­.­ I mio ..... 720 ... 0 ROOM 6 SYSKA JOB NO. ELB-02-000 ROOMS 32 & 36 17;: / 218 SOUTH PARKING LOT RECEPTACLES 17 720 RECEPTACLE 17 . . . . . . . . 17 1004 RECEPTACLES L L S?U . . . . . . . . R 18 R - - - - - WINDOW OPER. U&J`114G __j4_O 18 POLES ROOM i . . . R 720 18 ROOM 6 . . . . . . 1080 18 ROOM 6 EAST EXTERIOR 19 200 SOUTH PARKING LOT AEC.- CIRC. DESK 19 540 19 RECEPTACLE . . . . . . . . . z ROOM . . . . . . . . . . . . . . . R . . . . . . . . . 0 L L . . . . . . R R ..... . :::: : ... :1 SIbN'LIbHtING ... � V. . . . . . . . . . ROOM 6 20 .... � .:� . 1. � 20 350 ............... POLES 540 .......... ........ ROOM 3 -Z 4 NO. REVISION DATE SPARE 21 21 . . . . . . . . . NORTH PARKING LOT 21 540 RECEPTACLE 21 22 L POLES * . . . . . . R - 22 R ROOM i,3* . . . . . . . . loll, 22 R . . . . 22 940 : �: �:: Z- 540 mlim� PLAZA 38 23 780 NORTH PARKING LOT R 23 540 SPARE 23 ....... ........ SPARE . . . . . . . . . 23, . . . . . . . . . L L • • • . . . . . . . • • . • • • • • • . - 24 ... . . . . . . . . . RECORD DRAWING 07/31/2008 _U0L16HtS . . . . . . :v : 1175 24 POLES /2�4 24 MAIN ENTRY 1 25 136 FACADE UPLIGHTS RECEPTACLES 25 540 25 . . . . . . . . . L.... L . . . . . . ROOM . . . . . . . R • . . . . . . . . . . . . . . . . . . . . . . . . . 26 -s ROOM 22 26 _D&Nudiii V_ 170 26 SITE BOLLARDS . . . . 27 11235 NORTH FACADE RECEPTACLES 27 0 . . . . . . . . . . . . . . . . . 27 . . . . . . . . . . . . . . . . . . . . . . . . . . R L 390 X 28 L UOU611TS - - - - ROOM 23 . . . . . . Ll 0218 28 28 29 . . . . . . . . . ROOF SIGNAGE 29 650 RECEPTACLES 29 . . . . . . . . . . . . . . . . . . . . . . . . . BACK LTG.' i RECiPT. L -To-o 30 L FLAGPOLE . . . . . . R 310 1 UPUGHTS ROOM �4* 30 30 31 ..... J:: ROOMS 39 & 40 31 299 SPARE . . . . . . . SPARE . . . . . . . 31 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L .... � � ''::: RECORD DRAWING c6vt LIGHTING' 32, 312 1 . . . . . . . . . 32 ... ...... 32 SPARE 33 33'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 34 34 .:i: 34 These Record Drawings have been prepared based on ........ ......... .. .... . information provided by the contractor and others. SYSKA . . . . . . . . . 35 . . . . . . . . . . . . . . . . . . 35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 - I ............... 1 V1, �1:1 -:r:�:'�::':' .. ..... 6 36 1 HENNESSY GROUP has not verified the accuracy or 36 ....... 3 ::::'T 36 37 7 ...... 7 . . . . . . . . . 37 . . . . . . . . . completeness of the information provided to them and does . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . 38 . . . - - - 38 z 38 not warrant the accuracy or completeness of these Record . . . . . . . . . ..... . ­ ': .... L . . . . . . . . . 9 40 . . . . . . . . . Drawings. Users of these Record Drawings assume all risk .:::�: : : - 40 ........... - .... �. I I I. ��: 40 - 39:: . . . . . . . . . . . . . . . . . . 39 . . . . . . . . . . 39 . . . . . . . . 40 of loss resulting from their use. A9 41 41 L 6 L 8 L 0 Ei 12 4 I s 1 5, is 1 20 21 22 L 24 L 36 7 7 9 39 H3 1 41 41 g4 ...... ....... . . . . . . . . . . . . . . . . . 421 42 472 . . . . . . . . . 42 /11 (L)ONG-CON71NUOUS VA 18614 14)1 CONK. VA. I LCL VA. I CONN. AMPS I PANEL CONNECTED KVA 1 18.6 KVA W (OW-CONTINUOUS VA 0 4) CONN. VA. LCL VA. CONN. AMPS PANEL OOMNECTED KVA 17.5 KVA w QONG­CONTINUDLIS VA 0 1(01 MM. VA. I LM VA. I CONN. AMPS I PANEL CONNECTED KVA 6.4 KVA (L)ON10­0101471114DOW VA .350 1(01 CONN. VA j LCL VA. CONN. AMPS PANEL CONMEM KVA 14.4 ODIN P (N)ON-CONTINUOUS VA 0 1 A 1 6327 7909 1 52.7 IPANEL DEMAND AMPS 1 64.6 A (N)QN-CON7WOUS VA 52504A 6070 6070 50.6 PANE DEMAND AMPS 43.9 A (N)ON-CONTIMuWS VA 1000 JAI 2480 1 2480 1 20.7 1 PANEL DEMAND AMPS 17.8 A (N)ON-CONTINIMS VA 5612 Al 5294 1 5352 44.1 PANEL DEMAND AMPS 40.2 W DEMANDABLE (R)EWTAW 0 _rB I W45 7306 48.7 PANEL CONNECTED AMPS 51.7 A DEMANDABLE (R)ECEPTAOLE 11160 B 5900 5900 49.1 PANEL CONNECTED AMPS 45.6 A DEMANDABLE (RXCEPTACLE 5400 10 1 2160 1 2160 1 18.0 PANEL CONNECTED AMPS 17.8 A -DEMANDABLE (R)ECEPTACLE 8420 B 1 4784 1 4784 39.9 PANEL CONNOM AMPS 39.9 • (K)M*N (#EOAP. 0) 0 _rCT 6442 8053 53.7 HIM 4) AMPS W/OLM 67.1 A • (K)TOIEN (AQUIP. 0) 0 C 5530 sona 480 HIGH cb Amps (K)TICHEN (IMP. 0 ) 0 ICI 1760 1 1760 1 14.7 1 HIGH (P AMPS WACL 1 20.7 A 0 00 CI 4304 1 4304 35.9 FI04 4) AMPS W/LCL 1 448 NOTES: DATE- 05/24/05 MOTEL* DATL- 03 /05/07 NOTES, DA11E. 04/15/04 NOTES: DATE- 111/14105 * RUN CIRCUIT VIA LIGHTING RELAY CONTROL PANEL OLCP1'. 0 • C3 00 0 < '2 -0 z -2 Co I 0 0 1 C'4 0 ao LLJ Cn 0 z o 0 00 0 I r, C) I 00 0 C) PANEL: fEw VOLTAGE: 120/208 V, 34' 4W I BUS SIZE: 100 PANEL: 41 rw VOLTAGE: 120/208 V, 3,0 4W IBUS SIZE: 225 ........... PANEL: wEPPIW VOLTAGE: 120/208 V, 14) 2W BUS SIZE: 225A-1PHI - T-1 KEY PLAN EN INITAS COMMUNITY LIBRARY CITY INICINI A 540 CORNISH DRIVE ENCINITAS, CA 92024 pi DATE: 07-31-2008 SCALE: PANEL SCHEDULES FED FROM: MSB1 IMAIN: 100A-3P MTG: SURF FED FROM: MSB1 IMAIN: 150A-3P MTG: SURF FED FROM: "EPS" MAIN: 125A-3P MTG: SURF LOC.: TELECOM RM MIN. A.I.C.: 30.000 INEUTRAL: 100% NEMA: 1 LOC.: COMMUNITY STORAGE I MIN. A.I.C.: 30.000 INEUTRAL: 100% NEMA: 1 LOC.: ELEC. RM. 19 IMIN. A.I.C.:10,000 NEUTRAL' 100% NEMA: 1 ITEM/LOCATION BKR/P # 4) A cP B $C # BKR/P * ITEM/LOCATION ITEM/LOCATION BKR/P # 4) A 10B OC # BKR/P * ITEM/LOCATION RECEPTACLES . . . . 2p 1 1 360 2 20 RECEPTACLES . . . . PROJECTOR . . . . . ROOM 44 IN 20 1 1 -" 500 1: 2 20 1 N MICROWAVE • . . • • ROOM 45 F.O.L. STOREFRONT EGRESS LIGHTING L 20 : 2 L NOR. EXIT SIGNS 360 750 1 . . . . . . . . . 3 360 4 4 . . . . . . . . . RECEPTACLE . . . . . ROOM 44 R 3 360 1: 4 IN COFFEE MAKER R6oiiiI 45 . . . ROOMS 8,12,13 . . . EGRESS U . GH . TING L 3 280 4 L SOUTH EXIT SIGNS. . . 0 7.50 . . . . . . . . . 5 . ... .. ... .... WO 6 6 . . . . . . . . . RECEPTACLE - - - - - - ROOM 44 R 5 E!750!� 540 6 IN R TOASTER . . . . . . ROOM 45 SITE EGRESS STEP LIGHTS L L 5 600 6 L COMPUTER ' LAB 37 EGRESS LIGHTING 7 . . . . . . . . . 7 360 ..... ........ ... a a . . . . . . . . . RECEPTACLE ROOM 44 . . . . . . R 7 540 ...... 8 NI DISPOSAL ROOM 45 . . . . . . OUTDOOR READING 26 EGRESS STEP LIGHTS L L 7 450 8 L PARKING LOT . . . . EGRESS LIGHTING 360 750 7 . . . . . . . 9 E IV 0 10 . . . . . . . . . SPARE 9 9 ROOM i5 EGRESS UoUbH;TS* L L 9 10 L A EGRESS UbH--ngG - 360 110E 820 ........ ................... 360 7 12 7SPARE . . . . . . . . . H-50 12 REFRIGERATOR ROOM . . . . . 45 MAIN ENTRY EGRESS SCONCE L L _:. _� :: 212 12 L NORTH EGRESS . . . . . . . . . BOLLARDS 260 SPARE ...... 14 . . . . . . . . . 13 ........ 4 SPARE . . . • • . . . . PUBLIC ADRESS SYSTEM . . . . N 13 500 14 N SECURITY SYSTEM 500-..'', . . . . . . . .. .. 15 ........ 16 . . . . . . . . . . . . . . . . . . 15 l.� 16 . . . . . . . CLOCK SYSTEM . . . . . . . . . N 15 500 16 N FlRE ALARM CONTROL PANEL 500 17 is . . . . . . . . . 17 ;ell 18 . . . . . . . . . EMERGENCY L 17 544 '6 18 L EkOGE]NdY . . . . . . . . . 19 z .... :7, 20 20 . . . . . . . . . . . . . . . . . . 19 . .... ... 0 . . . . . . . . . FIRE BELL . . . . . . . . . 19 ...... 100 20 20 L D 1-29 EMERGENCY . . . . . - 119 7 21 22 22 . . . . . . . . . . . . . . . . . . 21 .......... . 7 22 ......... ROOM -XH� . . . . 21 22 22 ......... EMERGENCY 1596 .... I . - - 3 23 24 24 ......... .... .... 23 23 . ...... 24 SPARE . . . . . . . 23 24 LIGHTING CONTROL PANEL �_ SPACE . . . . . . . ... . 25 Ile 261 11 SPACE . . . . . . . SPACE . . . . . . . . . 25 25 ......... 26. SPACE . . . . . . . . . . . . . . . . . 25 REMOTE ANNLINPATOR . ...... 27 27 218 11 . . . . . . . . . 27 28 . . . . . . . . . . . . . . . . . 27 � r28 SPARE • . . . . . . . . . .............. 294 29 12 L 1-1-11 301 1 1 . . . . . . . . . 29 V �:: �: -11 ­1 '.-0' 30 . . . . . . . . . -Z 29 30 . . . . . . . . . . . . . . 31 7 32 . . . . . . . . SPACE . . . . . . . 31 V 2 32 SPACE . . . . . . . . . (L)ONG-CONINUOUS VA 0 101 COW VA. LCL VA. CONN. AMPS PANEL CONNECTED KVA 4.0 KVA (N)ON- CONTINUOUS VA 3960 1 A 1 1440 1440 12.0 PANEL DEMAND AMPS 11.OA . . . . . . . . . 33 ... ........ 34 34 . . . . . . . . . . . . . . . . j 34 34 . . . . . . . . I DEMANDABLE (R)ECEPTACLE 0 10 1 1440 1 1440 1 12.0 IPANEL OOMNI1EC1EO AMPS 11.OA . . . . . . . . . 35 . ......... 6 3 6 [ . . . . . . .. . . . . . . . . . . . . 36 36 (K)TCHEN (OMP. 0) 0 1 C 1 1080 1 1080 1 9.0 1 HIM (PAWS W/LQL 12.0 A _36 NOTES: DATE "/15/04 . . . . . . . . . 37 .... .... .. . M W t42 . . . . . . . . . . . . . . . . . . 37 38 38 . . . . . . . . ........... . . . . . . . . . EZ 40 40 . . . . . . . . . . . . . . . . 39 40 . . . . . . . . . . . . . . . . . 41 z 42 . . . . . . . . 41 42 WONG-OONTINLIOLIS VA 0 1(01 CONN. VA. I LOL VA. I COW AUK I PANE OONNECTED KVA 6.2 KVA &VC-CONTINUOM VA 6836 1XINN. VX LCL V& CONN. AMPS PANEL OONMMTEO KVA 10.4 KVA (N)ON- CONTINUOUS VA 4750 1 A 2540 2540 21.2 PANEL DEMAND AMPS 17.2 A 9 (NX*­OONT1NUOUS VA 3596 A 1 6292 1 7216 1 52.4 PANEL DEWIND AMPS 50.6 A DEMANDABLE (RXCEPTACLE 1440 10 1 1610 1 1610 1 13.4 IPANEL CONNECTED AMPS 17.2 A DENIAMDNIUE (R)ECEPTACLE 0 B 4140 1 4925 1 34.5 PANEL CONNECTED AMPS 43.5 A (K)ITCHEN (JEQN. 0) 0 1 C 1 2040 1 2040 1 17.0 1 HIGH 4) AMPS W/LCL I 21.2 A (K)ITC"EN MMIAP. 0 0 HIGH 40 AMPS WACL 60.1 A NOTES: DATE' 04/15/04 NOTES: DATE 04/16/04 RUN CIRCUIT VIA LIGHTING RELAY CONTROL PANEL "LCPI*. ss PROVIDE EMERGENCY SHUNT RELAY ON THIS CIRCUIT. SEE NOTE 4 ON DWG E20. PANEL PANEL PANEL PANEL "o" "C" "D" I SHEET NO: 0 PANEL PANEL PANEL "E" "Fps 'PEPPOP E (TELECOM) E61 0 00 0 0 0 a -o 0 0 a v 0 0 i 0 0 0 I N 0 I M J W of0 z 3 0 0 0 0 U w oc 00 0 E 0 DIMMERS �O r -- �°A I � DIMMERS I I L__J WEST WINDOWS 10 LOCAL HISTORY AREA DIMMER SWITCHES (SYSTEM) SHALL PROVIDE AT LEAST ONE (1) FOOTCANDLE OF ILLUMMINATION AT FLOOR LEVEL IN THEIR MINIMUM POSITION. EXIT LIGHTS SHALL NOT BE DIMMED. PROVIDE "FULL BRIGHT' CONTROL OF LIGHT FIXTURES ON EMERGENCY CIRCUITS DURING POWER OUTAGES. Uri -1 DP1 -2 DP1 -3 OUTPUTS DP1 -4 DIMMING CABINET LOCATED IN ELECTRICAL ROOM 19 (TYPICAL) CLOSED CONTACT INPUT FROM PANEL "LCP1" Bill RING CONTROL PANEL :ATED IN FACE DIMMING CABINET) READING AREA DIMMING SYSTEM DIJ NO SCALE (DIMMING PANEL "DP1 ") _ EMERGENCY CIRCUIT "EPP " -12 to � DIMMERS i) F - - FROM NORMAL - v DP2 -1 DP2 -2 POWER SECTION I 20A I O DP2 -3 OUTPUTS I DIMMERS I P2 -4 L__J BYPASS CONTACTOR COIL FROM NORMAL I I I I POWER SECTION DIMMING FROM NORMAL DCC J CABINET LOCATED IN II BARRIER IN TERMINAL STORAGE ROOM 46 II NORMAL AND EMERG. (TYPICAL) DIMMING CONTROL PANEL UNITY ROOM DIMMING SYST_E (DIMMING PANEL "DP2 ") NOTES: 0 DIMMING CABINET, SURFACE MOUNTED, NEMA 1. LUTRON #GP36- 1204ML -20, ELECTRICAL ROOM 19. DIMMING PANEL "DP1" IN DIMMER CABINET. SEE PANEL SCHEDULE, THIS SHEET. (2 ) CIRCUIT BREAKERS, SEE PANEL SCHEDULE FOR SIZE AND NUMBER OF BREAKM. 0 DIMMER MODULES, SEE DIMMER SYSTEM LOAD SCHEDULE, THIS SHEET. Q5 DIMMER SYSTEM OUTPUTS, FOR NUMBER OF OUTPUTS SEE DIMMER SYSTEM LOAD SCHEDULE, THIS SHEET. © DIMMING CONTROL PANEL, 16 ZONE CONTROL UNIT, SELECT SCENES 1 -4 AND OFF, LUTRON #GRX- 4116 -A -WH. Q7 PROVIDE 3/4 "C,- WITH WIRING PER MANUFACTURER'S RECOMMENDATIONS. © REMOTE SCENE SELECTOR, SCENES 1 -4 AND OFF, WHITE COLOR, FLUSH MOUNTED IN LIBRARIAN'S DESK, READER SERVICE AREA 6, AND OTHER LOCATIOS AS SHOWN ON DRAWINGS. Q9 TO LIGHTING CONTROL PANEL FOR SCENE SELECTION VIA TIMECLOCK. THE TIMECLOCK IS PART OF THE LIGHTING CONTROL SYSTEM. to PHOTOCELLS TO CONTROL LIGHT OUTPUT OF CIRCUITS) CLOSEST TO WINDOWS. ®]—REMOTE SCENE PANEL NOTES: Qt TOWER DIMMING CABINET, SURFACE MOUNTED, NEMA 1. LUTRON #GP12- 1204ML -20, STORAGE ROOM 46. QZ DIMMING PANEL "DP2" IN DIMMER CABINET. SEE PANEL SCHEDULE, THIS SHEET. Q CIRCUIT BREAKERS, SEE PANEL SCHEDULE FOR SIZE AND NUMBER OF BREAKERS. Q DIMMER MODULES, SEE DIMMER SYSTEM LOAD SCHEDULE, THIS SHEET. 05 DIMMER SYSTEM OUTPUTS, FOR NUMBER OF OUTPUTS SEE DIMMER SYSTEM LOAD SCHEDULE, THIS SHEET. © DIMMING CONTROL PANEL, 16 ZONE CONTROL UNIT, SELECT SCENES 1 -4 AND OFF, LUTRON #GRX- 4116 -A -WH. MOUNT ADJACENT TO DIMMER CABINET. ( PROVIDE 3/4 0C,- WITH WIRING PER MANUFACTURER'S RECOMMENDATIONS. TO LIGHTING CONTROL PANEL FOR SCENE SELECTION VIA TIME CLOCK. THE CLOCK IS PART OF THE LIGHTING CONTROL SYSTEM. Q9 REMOTE SCENE SELECTOR, SCENES 1 -4 AND OFF, WHITE COLOR, FLUSH MOUNTED, LUTRON. to PROVIDE CONTROLS FOR OVERHEAD PROJECTOR AND PROJECTION SCREEN. 10 3/4 "C. - 3 #10 FOR LIGHT FIXTURES ON DIMMED EMERGENCY CIRCUIT. REMOTE SCENE SELECTOR @ mom MEN mom DIAGRAM DIMMER SWITCHES (SYSTEM) SHALL PROVIDE AT LEAST ONE (1) FOOTCANDLE OF ILLUMMINATION AT FLOOR LEVEL IN THEIR MINIMUM POSITION. EXIT LIGHTS SHALL NOT BE DIMMED. PROVIDE "FULL BRIGHT" CONTROL OF LIGHT FIXTURES ON EMERGENCY CIRCUITS DURING POWER OUTAGES. E211 E62 11 E62 n II II "EPP " -18 FROM NORMAL II POWER SECTION EMERGENCY DCC J MINAL II II 120V I I I I EMERGE NCY Ki. NUMBER DIMMER 9 I I I I II II BYPASS CONTACTOR COIL FROM NORMAL I I I I POWER SECTION I I R FROM NORMAL DCC J SOUTHWEST STACKS II BARRIER IN TERMINAL I"DW TO SEPARATE II NORMAL AND EMERG. II EMERGENCY CIRCUITS BYPASS CONTACTOR COIL II »EPP " -20 FROM NORMAL II POWER SECTION EMERGENCY CIRCUITS I ( 120V I I I I I I CH2 EDP2 -2) I I I I II " II EPP -22 FROM NORMAL POWER SECTION POWER SECTION I I EMERGENCY r 1131 II 120V I I I I I I I I I I I I n DIMMER 101 EMERGENCY NEUTRAL BUS (PNL "EPP' "EDP1" IS EMERGENCY SECTION ON DIMMING PANEL "DPi" "EDP1" WIRING DIAGRAM NO SCALE n I I I I II "EPP " -17 II EMERGENCY — 120V I I I I I I I I I I II I I I I FBAORIER Tr II BARRIER IN I"DP2" TO II SEPARATE NORMAL AND II EMERGENCY II CIRCUITS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I n CH1 EDP1 -1) TERMINAL DIMMER 27 0 1 +12d IK1 (EDP1 -1) DCC J TO BYPASS CONTACTOR COIL EMERG. LOAD CIRCUITS CH2 EDP1 -2) TERMINAL JDIMMER 2 2 0 +12V IK2 (EDP1 -2) DCC @ J BYPASS CONTACTOR COIL CH1 EDP1 -3) TERMINAL ff DIMMER 29 1 0 +12V IK1 (EDP1 -3) DCC J TO BYPASS CONTACTOR COIL EMERG. LOAD CIRCUITS CH2 (EDP1 -4) +12 IK2 (EDP1 -4) l� DCC J BYPASS CONTACTOR COIL FROM NORMAL CH1 EDP2 -1) DESCRIPTION FIXTURES TYPE CIRCUIT NUMBER bP1 POWER SECTION DCC J MINAL TOTAL LOAD WATTS EMERGE NCY Ki. NUMBER DIMMER 9 SOUTHWEST WINDOW BAYS BYPASS CONTACTOR COIL LOAD +12 (K1 (EDP2 -1) FLUOR CIRCUITS FROM NORMAL DCC J SOUTHWEST STACKS TO TERMINAL N FLUOR EMERG. - BYPASS CONTACTOR COIL STACKS LOAD 120V 20A N FLUOR CIRCUITS FROM NORMAL CH2 EDP2 -2) SOUTH CENTER STACKS DP1 -4 POWER SECTION 1 TERMINAL 1131 - DIMMER 101 0 2 DPi -5 +12d I K2 (EDP2 -2) J DCC J BYPASS CONTACTOR COIL FROM NORMAL POWER SECTION CH1 EDP2 -3) TERMINAL DIMMER 11 0 1 0 +12 IK1 (EDP2 -3) DESCRIPTION FIXTURES TYPE CIRCUIT NUMBER bP1 VOLTAGE DCC J TO TOTAL LOAD WATTS EMERGE NCY Ki. NUMBER EMERG. SOUTHWEST WINDOW BAYS BYPASS CONTACTOR COIL LOAD N FLUOR CIRCUITS FROM NORMAL CH2 - EDP2 -4) SOUTHWEST STACKS POWER SECTION TERMINAL N FLUOR DIMMER 12 2 0 - EMERGENCY NEUTRAL BUS (PNL -EPPj "EDP2" IS EMERGENCY SECTION ON DIMMING PANEL "DP2" "EDP2" WIRING DIAGRAM NO SCALE +12 IK2 (EDP2 -4) DCC J BYPASS CONTACTOR COIL DIMMER SYSTEM !DP-L! LOAD SCHEDULE (LIBRARY DIMMING CABINET) LOCATION: ELECTRICAL ROOM 19 ZONE DESCRIPTION FIXTURES TYPE CIRCUIT NUMBER bP1 VOLTAGE FEED TYPE FEED TYPE TOTAL LOAD WATTS EMERGE NCY Ki. NUMBER 1 SOUTHWEST WINDOW BAYS DPi -1 120V20A N FLUOR 650 - 2 SOUTHWEST STACKS DPi -2 120V 20A N FLUOR 1064 - 3 STACKS DPi -3 120V 20A N FLUOR 1796 - 4 SOUTH CENTER STACKS DP1 -4 120V 20A N FLUOR 1131 - 5 STACKS DPi -5 120V 20A I N FLUOR 1596 - 6 SOUTHEAST STACKS DPi -6 120V 20A N FLUOR 1330 - 7 LOCAL HISTORY AREA DPi -7 120V 20A N FLUOR 335 - 8 CHILDRENS AREA DPi -8 120V20A N FLUOR 466 - 9 NORTHWEST STACKS DP1 -9 120V20A N FLUOR 798 - 10 STACKS DP1 -10 120V 20A N FLUOR 1331 - 11 NORTH CENTER STACKS DP7 -11 120V20A N FLUOR 798 EPP -17 12 STACKS DP1 -12 120V20A N FLUOR 931 EPP -17 13 NORTHEAST STACKS DP7 -13 120V20A N FLUOR 466 - 14 INFORMAL READING 31 DNLTS. DP7 -14 120V 20A N INCAND. 400 - 15 CHILDRENS AREA 33 DNLTS. DP1 -15 120V20A N INCAND. 400 16 NORTHEAST DOWNUGHTS DPi -16 120V 20A N INCAND. 350 - 17 ENTRY FOYER DPi -17 120V 20A N FLUOR 650 - 18 TEEN CORNER 29 PENDANTS DPi -18 120V 20A N FLUOR 402 19 TEEN CORNER 29 DNLTS. DP7 -19 120V 20A N FLUOR 170 - 20 PUBLIC COMPUTER CLUSTERS 28 DP1 -20 120V 20A N I FLUOR 665 - 21 READER SERVICE 6 DNLTS. DP1 -21 120V20A N INCAND. 1 650 - 22 READER SERVICE 6 PENDANTS DP1 -22 120V 20A N FLUOR 266 - 23 EAST AREA 27 WALL MTD. DP1 -23 120V 20A N FLUOR 134 24 SPARE DPi -24 120V 20A N FLUOR - 25 SPARE DP1 -25 120V 20A N FLUOR 26 SPARE DP7 -26 120V 20A N FLUOR 27 NORTHEAST EGRESS DNLTS. DP7 -27 120V20A N INCAND. 400 EPP -18 28 ENTRY FOYER EGRESS DP1 -28 120V20A N FLUOR 524 EPP -18 29 NORTH STACK EGRESS DPi -29 120V20A N FLUOR 1197 EPP -20 30 SOUTH STACK EGRESS DP1 -30 120V20A N FLUOR 1596 EPP -22 31 SPARE DP1 -31 120V 2OA N FLUOR - 32 SPARE DP1 -32 120V 2OA N FLUOR - 33 SPARE DP1 -32 120V 20A N FLUOR 34 SPARE DPI -32 120V 20A N FLUOR 35 SPARE DPi -32 12OV 20A N FLUOR - 36 SPARE DP1 -36 120V 20A N FLUOR - NOTES O1 PROVIDE "FULL BRIGHT" CONTROL OF LIGHT FIXTURES 0 PROVIDE BARRIERED SEPARATE SECTION FOR LIGHT FIXTURES ON EMERGENCY CIRCUITS. DIMMER SYSTEM "DP2" LOAD SCHEDULE (COMMUNITY ROOM DIMMING CABINET) LOCATION: STORAGE ROOM 46 ZONE DESCRIPTION FIXTURES TYPE CIRCUIT NUMBER "DP" VOLTAGE FEED TYPE FEED TYPE TOTAL LOAD WATTS EMERGENCY KT. NUMBER 1 WEST PENDANTS DP2 -1 120V 20A N FLUOR 170 - 2 WEST PENDANTS DP2 -2 120V 20A N FLOUR 102 3 EAST PENDANTS DP2 -3 120V 20A N FLOUR 102 4 EAST PENDANTS DP2 -4 120V 20A N FLOUR 102 - 5 TRACK LIGHT CIRCUIT DP2 -5 120V 20A N INCAND 500 6 TRACK LIGHT CIRCUIT DP2 -6 120V 20A N INCAND 500 7 TRACK LIGHT CIRCUIT DP2 -7 120V 20A N INCAND 500 - 8 TRACK LIGHT CIRCUIT DP2 -8 120V 20A N INCAND 500 9 WEST EGRESS PENDANTS DP2 -9 120V 20A N FLUOR 136 EPP -17 10 WEST EGRESS PENDANTS DP2 -10 120V 20A N FLUOR 102 EPP -17 11 EAST EGRESS PENDANTS DP2 -11 120V 20A N FLUOR 170 EPP -17 12 EAST EGRESS PENDANTS DP2 -12 120V 20A N FLUOR 136 EPP -17 VJ= O PROVIDE "FULL BRIGHT' CONTROL OF LIGHT FIXTURES O PROVIDE BARRIERED SEPARATE SECTION FOR LIGHT FIXTURES ON EMERGENCY CIRCUITS. The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, Inc. v 9885 Ridge rm San Diegosego, , CA 92123 3 Tel: 858.244.0360 (�VCtPt EI*I 1tI sy Fax: 858.244.0361 � "r� wwwsyska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE 1Q RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 C.)" DATE: 07 -31 -2008 SCALE: DIMMING SYS. DIA. & PANEL SCHEDULES SHEET NO: 0 m 0 0 0 0 0 0 a 3 r7 m W I 0 0 0 I N O I m J W z a 0 0 0 U w or 00 0 I 69 E a i� ALL PA SYSTEM WIRING SHALL BE IN CONDUIT (MINIMUM 3/4 "). PROVIDE PA SYSTEM WIRING PER MANUFACTURER'S REQUIREMENTS. LOWER LEVEL SEE FLOOR PLAN SHEETS FOR EXACT NUMBER AND LOCATION OF PA SYSTEM SPEAKERS. NOTES: (FIRST FLOOR) 10 Q PA SYSTEM SPEAKER, SEE SPECIFICATIONS. 0 PA SYSTEM CONDUIT AND WIRE. 30 3/4 "C. - 2 #12 ® PA SYSTEM EQUIPMENT RACK, ROOM 107. 5Q PA SYSTEM MICROPHONE, CIRCULATION DESK, ROOM PUBLIC ADDRESS NO SCALE SYSTEM RISER SEE FLOOR PLAN SHEETS FOR EXACT NUMBER AND LOCATION OF CLOCKS. ALL CLOCK SYSTEM WIRING SHALL BE IN CONDUIT (MINIMUM 3/4 "). PROVIDE CLOCK SYSTEM WIRING PER MANUFACTURER'S . REQUIREMENTS. ® I 120V CIRC. "EPP " -15 LOWER LEVEL NOTES: 10 CLOCK, SEE SPECIFICATIONS. 20 CLOCK SYSTEM CONDUIT AND WIRE. 30 3/4 "C. - 2 #12 ® MASTER CLOCK PANEL "MCP", ROOM 108. 13 5Q TO TOWER CLOCK FOR TIME ADJUSTMENTS. CLOCK SYSTEM RISER DIAGRAM NO SCALE ALARM A/V DEVICES (FIRST FLOOR) SMOKE DETECTORS El (FIRST FLOOR) 10 A DUCT (SMOKE) DETECTOR E30,E31 E63 12 DUCT1(SMOKE) DETECTOR (AH -2 14 DUCT DETECTOR ??SMOKE) 16 DUCT3(SMOKE) DETECTOR (AH -4 18 DUCT SMOKE) DETECTOR (AH -5 J -BOX AND DOOR INTRUSION SWITCH. ALL FIRE ALARM SYSTEM WIRING SHALL BE RUN IN CONDUIT (MINIMUM 3/4 ") PROVIDE FA SYSTEM WIRING PER MANUFACTURER'S REQUIREMENTS ZONE NO SCALE 1 2 3 4 5 6 7 8 FIRE ALARM BELL (BUILDING EXTERN E30,E311 E63 NOTES: 01 MAIN DISTRIBUTION FRAME BACKBOARD, ROOM #18 Q2 8' (HIGH) X 3/4" (THICK) PLYWOOD BACKBOARD ON WALLS OF ROOM 128, SEE SHEET E -605. PAINT BOARD WITH TWO (2) COATS OF GRAY FIRE RETARDENT PAINT. Q3 (1) 4" CONDUIT TO TELEPHONE COMPANY POINT OF CONNECTION, SEE SHEET E -101. ® (1) 2" CONDUIT TO CAN POINT OF CONNECTION, SEE SHEET E -101. Q5 3/4" DIA. X 10' -0" GROUND ROD PER TELEPHONE COMPANY REQUIREMENTS. © #6 BSCU (36" PIGTAIL) GROUND WIRE. Q7 ALL TELEPHONE AND DATA SYSTEM HARING RUN IN UNDERGROUND CONDUITS SHALL BE UL LISTED FOR WET LOCATIONS. J MANUAL PULL STATION (CIRCULATION DESK) FIRE ALARM CONTROL PANEL BATTERY CHARGER BATTERIES PRESSURE SWITCH TAMPER SWITCH MAIN VALVE TAMPER SNATCH EXTERIOR VALVE " -16 'C. — 3 #10 FA SYSTEM COMMUNICATOR FIRE ALARM ZONE SCHEDULE DESCRIPTION ZONE MANUAL PULL STATIONS (1ST FLOOR) SMOKE DETECTORS (1ST FLOOR) TAMPER SNATCH (MAIN VALVE) SPRINKLER PRESSURE SWITCH TAMPER SWITCH (EXTERIOR VALVE) DUCT (SMOKE) DETECTOR (AH -1) DUCT (SMOKE) DETECTOR (AH -2) DUCT (SMOKE) DETECTOR (AH -3) AGRAM L= LASER TYPE SMOKE DETECTOR [[FOR E FLOOR PLAN SHEETS EXACT NUMBER AND CATION OF FIRE ALARM VICES. ALL DUCT DETECTORS SHALL BE FURNISHED, CONNECTED AND TESTED BY ELECTRICAL, INSTALLED BY MECHANICAL. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION. J TELEPHONE LINE TO FIRE DEPARTMENT DESCRIPTION 9 DUCT (SMOKE) DETECTOR (AH -4) 10 SPARE 11 SPARE 12 SPARE 13 SPARE 14 SPARE 15 SPARE 16 SPARE 17 SPARE 18 SPARE E30,E311 E63 (TYPICAL) (TYPICAL) ALL SECURITY SYSTEM HARING SHALL BE IN CONDUIT (MINIMUM 3/4 "). PROVIDE SECURITY SYSTEM HARING PER MANUFACTURER'S REQUIREMENTS. "SAP" SEE FLOOR PLAN SHEETS FOR EXACT NUMBER AND LOCATION OF SECURITY SYSTEM COMPONENTS. NOTES: plans and specifications 10 SECURITY SYSTEM MOTION SENSOR, SEE SPECIFICATIONS. 20 SECURITY SYSTEM CONDUIT AND WIRE. 30 3/4"C. - 2 #12 ® SECURITY ALARM PANEL "SAP ", ROOM 19. 0 SECURITY SYSTEM J -BOX AND DOOR INTRUSION SWITCH. © SECURITY SYSTEM ALARM HORN. 0 SECURITY SYSTEM KEY PAD. SECURITY SYSTEM RISER NO SCALE (TYPICAL) (TYPICAL) 120V CIRC. "EPP " -14 SPRINKLER ALARM WIRING Provide all wiring as necessary to interconnect the sprinkler flow and tamper switches to alarm bell as required by code. Use circuit "EPP " -16 for this purpose. FIRE ALARM SYSTEM NOT REQUIRED. If determined to install, then the following conditions apply. Complete plans and specifications for fire alarm system shall be submitted and approved by the Fire Prevention Bureau prior to system installation. Plans and specifications shall include but not limited to, a floor plan showing the location of all alarm— initiating and alarm signaling devices, alarm control and trouble — signaling equipment, annunciation, power connection; battery calculations, conductor type and sizes; voltage drop calculations; and manufacturer model number and listing information for all equipment, devices and materials, and State Fire Marshall listing number for all equipment, devices and materials. (TYPICAL) E63 1; S'MA HENMSY 4111MYI► i The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Q Syska Hennessy Group, In . 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 ` 1, wwwsyska.com V ^ \\ SYSKA JOB NO. ELB -02 -000 NO. REVISION A RECORD DRAWING RECORD DRAWING DATE 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the informaton provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: DIAGRAMS AND DETAILS SHEET NO: 0 00 0 r r a Q 0 0 n 0 a- 3 Uj w I 0 0 0 I 0 O v w W 00 0 I :i 0 E i� +n ►CERTIFICATE OF COMPLIANCE Pnrf 1 of 3 1 Tt; -I PROJECT NAME ENCINITAS LIBRARY DATE 16 2004 PROJECT ADDR540 gag"] ,1 CORNISH DRIVE ENCINITAS CA. 92024 0 Flag Pew / PRINCIPAL DEW ER - UGHTINO .. - PAUL K. ERICSON 244 -0360 sibieffnent " an DOCUMENTATIO SSKKAR HENNESSY GROUP YS 858- 2 44 -0360 GENERAL INFORMA N DATE OF PLANS 03 10/04 ILDING CONDITIONED FLOOR AREA 23,342 sq.Ft TE ZONE 7 BUILDING TYPE ® NONRESIDENTIAL ❑ HM RISE Rrs9DOM& ❑ HOTEL/MOTEL GUFSr ROOM PHASE OF CONSTRUCTION ® NEW cONSTRwnoN ❑ ADgTpN ❑ ALTERATION ❑ o mm + AowIoN w o Larim ❑ COMPLETE B lwes; ® AREA cATEGORY ❑ Twomm ❑ PERFORMANCE 0 PIL IANCE STATEMENT OF COMPLIANCE This Certificate of Compliance Ilea the buidng features and Performance spooks#= waded to comply MM TNis 24, Parts 1 and 6 of the Calhmia Cods of Regulations. This cwbTmb applies a* to baking R¢dYg rspdrementL The documentation Prepo er hereby ankles that the documentation is accurate and complete. DOCUMENTATION AUTHOR IGNATURE 11 BARTH BALLARD 704 4 16 2004 The Principe! Lighting Designer hereby certifies that the Proposed k"q design represented in the sal of construction documents is aamietad Vkh the Whey compliance fame am worksheets, with Nr specification, DIM with any other cdcdations abrated with Its permit application. The proposed kWq has been designed to meat the lighting mgalrarnermb 00TWned in Sections 110. 119, 130 through 132, and 146 or 149 of Tdb 24, Pat 6 Please check one ❑X I hereby aBrm that I am eligible ceder the praMane of WMan 3 of the &rinses and prefsedas Cads to K'grm tits for its preparation: and that I am ficeneed in the State d California as a ckI an¢nea a domarent as the dso ,pear r-"'- ® I affirm that I am eligible urea the proWas of Dmsian 3 of the Business and Proleseorr Cade by Section 55372 or 67373 to sign this dom m xt a the person roeporeLN for Its preparation; and that I an a or, -e contractor Performing this work Q 1 affirm that 1 an 41ilps under the awrmptian to DIrisan 3 of the &rinses DIM ftfaeeiore cads to sign this &To and because I partake; or type of work deerebed os exempt Pursuant to B ad Professiar Cads Seriions 5536 ne 6737.1. PRINCIPAL LIMPID DE50MER - NAME SIGNATURE 1 11C. PAUL K. ERICSON 384 4 16 2004 1219 LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Meoeass 32 I LOCATED ON THIS SHEET INSTRUCTIONS TO APPLICANT For detailed kntruckne on the use of this and dl Energy Bficiency Standards complicace fame, planes refer to the Nonresidential Manual pubfiehed by the California Energy Commission. LTG -1: Rnpksd on plan for all submiltale. Pat 2 and 3 may be incorporated in sldw&4m an plans, LTG -2 Required on all sbndlteM. LTC -3: Optimal. the any N fighting control cmdb are talmL LTG-4: Op6acl Use only H Tabored melt is used. LTG -5: Outional. Use H TdWW meticd is • O1D ST T24 1 T24- LRi- 1-1.DwG JULY 2001 FIGHTING CONTROL CREDIT WORKSHEET LUMINAIRE DESCRIPTION R E CINrRE LIBRARY gag"] ,1 'Llt la WTI i .. - -- waft i A (4) 4 Fr RI)CRESCENT TO Beal) F32TB 4 32 2 103 128 13,184 Al (2) 4 ft ftwo cad Tit BUD F32TB 2 32 ELECTRONIC DIMMING 1 11 64 704 A2 (2) 4 ft Fluorescent 18 BecD F3278 2 32 ELECTRONIC DNIING 1 5 64 320 A3 (2) 4 ft Fluorescent 18 BKDIm I= 2 32 ELECTRONIC 1 6 64 384 A4 (4) 4 R Firreawat 78 BKO F3m 4 32 ELECTRONIC DILMIING 2 5 128 640 AS (2) 4 It Fluorescent 78 BacD F32T8 2 1321 ELECTRONIC MUM 1 5 64 320 M (1) 4 ft Fluoresced 18 Bee F32T8 1 1321 Electronic 1 3 1 32 96 B (2) 4 ft Fluoresced 75 BKDkn 2875 2 128 ELECTRONIC DIMMING 1 29 66 1.914 Lt We Low VWEoge Hdogm 50MR16(12V 1 150 mom Bow EIROBIT 1 43 50 2,150 L2 (1) 26w CFL 2 Pin cFQ=/G24d -3 1 26 ELECTRONIC 1 8 28 224 N 4 It Core Lighting (1) F32TB 1 32 ELECTRONIC 1 8 32 256 N1 (1) 2 ft Fluorescent TO Elm F1 7T8 1 17 ELECTRONIC 1 43 22 946 P We Woo-Point Track Head 80w PAR 1 80 NO BALLAST 8 80 640 Qt (2) 32W CFL GX24q -3 2 32 ELECTRONIC DIMMIN 11 53 64 3,392 T (2) 2 ft fluorescent 18 Elec F1 7T8 2 17 ELECTRONIC 1 54 33 1,782 U (2) 4 ft Fluorescent 18 Else F32rB 1 2 132 ELECTRONIC 1 11 62 682 Ut (1) 4 ft Fluoreecad 78 Eke 2 ELECTRONIC 1 1 32 32 XL LED. Ship 0 ELECTRONIC 1 3 20 60 Z 45w Track Light 45w per fad T g145 NO BALLAST 20 45 900 Z1 45w Track Lght 45w per fad hte 5 NO BALLAST 20 45 900 For MM Iftm BUILDING TOTAL F-6,564 Edw an UIG-1 and I Acted IV" Pow osculation. LIGHTING COMPLIANCE SUMMARY LTG -2 (LIGHTING MANDATORY MEASURES LTG -MMI ❑X Sir U0 &Afg Uyldal SAM-6: % bsu g nylekg d" w*m aaeW area adwndk on l ck win a Zen for sock Ilan; or the bdit is epaaby IlwWad and bee am 5A00 aqur fat eempt can the aled -off MWWA d. ❑X 1111110 90 OM Me far lldfg LWft See-& The adamla kWq shM-off qd m b W"W with a nmelal, mdse" warble midi In do d to light, its asi Of awake Is not Is awrel 5,000 aquae kal ❑X kb t1M) A lbr ab central n cr Cadlkb M o la mBc aebd datum apedFd am aentllad. as aI I agligrmd *Abe In ad bedaFd r dnecind by the manufacturer. ❑X Fheraead Skint DIM Lu inakae C4rNRe I AN fluorescent Taber apeaIn ' for to paged m aerBe and Find In the Do*ly. N kskAW fTaww end be anrBled. ❑ afs m Tandem wtrkg for One and Thres Lamp Flumend FkWw Al am and *a lamp ftmescent N - at to den wise MM two Wnp balads Mrs m*W by 91 1 1 S 1 n 132: or all ear lamp Ibloseeald 6xhwea an ape IN with eNetrade Nglrfr *wq West and am senpt tram tarwkm *4 ❑X Ste 0@ trdddn 1 Raan/Am 0, - WK Each room DIM am in We le ft Is sq ipped worm a npmlb mien or owgo Ky se sor deer for seek am whh fba -4o- 08*4 Was, Q :W ON ihda . Rehdm fa inddinW lkanK N roam ant aem greaser then 10D sgem fed ad mare than 1.0 web per epee foot M I/6rg bad dd be cadialed with M In ae11,11 far alarm redden of lighting within ft mum FA] Sells ON Daylight Ana Ontrot AN roans Wth wkdm ad dgighb that m reeler Man 250 s me lad DIM that slow far the db*m on of ftW Is the am dd how 50% d the Wr4a Is sub dWR am aaen a by a separate seACC or the -11 A use of dwjW meet be axxmgilyd brace the e' b are cad remry doM by a building an ore odlaed lot dog o n of deft dorkg dito tiles of the year b 1 1 1 an play ❑X ale go car" of 6dwtor Lwft Fideb moulded rem eswd fmm the akcbkal Paced keke the bM V am anrbded with a k1 -1 ph* ad aadrW an the red cad a aonepamfg retry In the Naddml Paced ❑We t* Display U0ft MOW liypg dd be up" an dmdb Mat am 20 asp er Ice Enforcement (LIGHTING COMPLIANCE SUMMARY Port2of3 LTG -11 Cade LUMINAIRE DESCRIPTION TYPE D=RIP ION j 'Llt ELECTRONIC DIMMING i .. - -- waft i A (4) 4 Fr RI)CRESCENT TO Beal) F32TB 4 32 2 103 128 13,184 Al (2) 4 ft ftwo cad Tit BUD F32TB 2 32 ELECTRONIC DIMMING 1 11 64 704 A2 (2) 4 ft Fluorescent 18 BecD F3278 2 32 ELECTRONIC DNIING 1 5 64 320 A3 (2) 4 ft Fluorescent 18 BKDIm I= 2 32 ELECTRONIC 1 6 64 384 A4 (4) 4 R Firreawat 78 BKO F3m 4 32 ELECTRONIC DILMIING 2 5 128 640 AS (2) 4 It Fluorescent 78 BacD F32T8 2 1321 ELECTRONIC MUM 1 5 64 320 M (1) 4 ft Fluoresced 18 Bee F32T8 1 1321 Electronic 1 3 1 32 96 B (2) 4 ft Fluoresced 75 BKDkn 2875 2 128 ELECTRONIC DIMMING 1 29 66 1.914 Lt We Low VWEoge Hdogm 50MR16(12V 1 150 mom Bow EIROBIT 1 43 50 2,150 L2 (1) 26w CFL 2 Pin cFQ=/G24d -3 1 26 ELECTRONIC 1 8 28 224 N 4 It Core Lighting (1) F32TB 1 32 ELECTRONIC 1 8 32 256 N1 (1) 2 ft Fluorescent TO Elm F1 7T8 1 17 ELECTRONIC 1 43 22 946 P We Woo-Point Track Head 80w PAR 1 80 NO BALLAST 8 80 640 Qt (2) 32W CFL GX24q -3 2 32 ELECTRONIC DIMMIN 11 53 64 3,392 T (2) 2 ft fluorescent 18 Elec F1 7T8 2 17 ELECTRONIC 1 54 33 1,782 U (2) 4 ft Fluorescent 18 Else F32rB 1 2 132 ELECTRONIC 1 11 62 682 Ut (1) 4 ft Fluoreecad 78 Eke 2 ELECTRONIC 1 1 32 32 XL LED. Ship 0 ELECTRONIC 1 3 20 60 Z 45w Track Light 45w per fad T g145 NO BALLAST 20 45 900 Z1 45w Track Lght 45w per fad hte 5 NO BALLAST 20 45 900 Lighting the u e on Plans sermbr fmm Mb Per 29'�6 Show Exterior Li htin Meets Tam 29,526 ❑ ermw d Oaed Irg- - of ardor law Pal U016e9 (flan LTG-1) 1� ❑ add FgbKm ie d mft trio) Lan tanYd Cre t web kVmm UC-3) 5.510 uaw •d. a 24.016 The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Q a Syska Hennessy Group, Inc. 9665 Granite Ridge Dri ve San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE 1Q RECORD DRAWING RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting fro 07/31/2008 m their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: TITLE 24 DOCUMENTATIONS SHEET NO: am 11 oil" 21 fA }19 +ic) (FR011TABES 111+16) PROJECT NAME ENCINITAS LIBRARY " 4/18/2004 p �- �PQRTA&E UGHMNG NOT SHOWN ON PLANS FOR OFFICE AREAS >250 SW4RE FEET El © © FDj L• GD Si 724 Low JULY 2001 W COMPLIANCE . -- roTAL El © a a o a FG LkAIIN. TASK OF TOT TOTAL � PORTABLE UGHTIIG 1 OF WATTS PER ASK WA flff. FWURE MFRS : : . U LU 1W N [OR i i I 1 The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Q a Syska Hennessy Group, Inc. 9665 Granite Ridge Dri ve San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE 1Q RECORD DRAWING RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting fro 07/31/2008 m their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: TITLE 24 DOCUMENTATIONS SHEET NO: am 11 LIGHTING COMPLIANCE SUMMARY Fat 3of3 LTG -1 fA }19 +ic) (FR011TABES 111+16) PROJECT NAME ENCINITAS LIBRARY " 4/18/2004 p �- �PQRTA&E UGHMNG NOT SHOWN ON PLANS FOR OFFICE AREAS >250 SW4RE FEET El © © FDj L• GD Si 724 Low JULY 2001 W roTAL El © a a o a FG LkAIIN. TASK OF TOT TOTAL � PORTABLE UGHTIIG 1 OF WATTS PER ASK WA flff. FWURE MFRS : : TOTAL ITABLE 1C - PLANS is NOT REoulgEn FOR OFFICE ARM � 256 sougg FEET // OR�ZOIE IO 707 Daiper made to psaride dda9al damsmdaSe that the 10tLt bwd pvMW by the awdeed loft meek the mete d the @pow The debt kwlude henimi qpr, 0U, DIM Iwaellbt bsoUere nea&e b work Qsm COMMUNITY ROOM 2,041 LOBBY 1.304 GIFT SHOP 744 CORRIDOR/LAVS /SUPPORT 2.012 KITCHENS 548 UTILITY SPACES 393 READING AREAS 2,133 OFFICES 1,824 BOOKSTACKS 12.343 TOTAL 23.342 BUILDING stAdldARr (FROM�W The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Q a Syska Hennessy Group, Inc. 9665 Granite Ridge Dri ve San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE 1Q RECORD DRAWING RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting fro 07/31/2008 m their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: TITLE 24 DOCUMENTATIONS SHEET NO: am 11 fA }19 +ic) (FR011TABES 111+16) 23,342 p L• GD Si 724 1 724�T0- 1 -3JWKi JULY 2001 The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Q a Syska Hennessy Group, Inc. 9665 Granite Ridge Dri ve San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE 1Q RECORD DRAWING RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting fro 07/31/2008 m their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: TITLE 24 DOCUMENTATIONS SHEET NO: am 11 PROVIDE BARRIER 7, 0 ro O r` r` 0 0 a a 0 D_ a W I 0 0 0 N O I 0 0 U W 00 O n 0 I 00 0 0 N W J W 0 0 0 N O M J W U N O a 6 E 0 c i� RELAY PANEL: 'LCP1' DESCR.: I NORM:® EMERA@ TYPE I LOC.: ELECTRICAL RM 19 MTG: SURFACE I NEMA: 1 RELAY NO 1 SOURCE DESCRIPTION bd TDOOR READING 26 DNLTS. ZONE: - CONTROL PANEL A" CIR. IF 14 ED SWITCHED 2 A 1 16 OUTDOOR READING 26 STEP LTS. - ED P.C. 3 A 18 SOUTH PARKING LOT POLES - ED P.C. 4 A 20 SOUTH PARKING LOT POLES - ED P.C. 5 A 22 NORTH PARKING LOT POLES - ED P.C. 6 A 24 NORTH PARKING LOT POLES - ED P.C. 7 A 19 EAST EXTERIOR SIGN LTG. - ED P.C. 8 - - SPARE - - - 9 A 23 PLAZA 38 UPLIGHTS - ED P.C. 10 A 25 MAIN ENTRY DNLTS - ED P.C. 11 A 27 SITE BOLLARDS - ED P.C. 12 A 26 FACADE UPLIGHTS - ED P.C. 13 A 28 NORTH FACADE UPUGHTS - ED P.C. 14 A 36 FLAGPOLE UPLIGHTS - ED P.C. 15 A 29 ROOF SIGNAGE BACKLTG. - ED P.C. 16 A 31 ROOMS 39 do 40 COVE - ID P.C. 17 - - CONTACT CLOSURE FOR NOW - - - 18 - - CONTACT CLOSURE FOR DP1 - - - 19 - - SPARE - - - 21 - - SPARE - - - 22 - SPARE - - - 23 "EPP" 9 MAIN ENTRY EGRESS UPUGHTS - ED P.C. 24 -EPP- 11 MAIN ENTRY EGRESS SCONCE - E I P.C. 25 'EPP" 3 ROOMS 81213 EGRESS LTG. - ID I O.R. 1.2.3 26 -EPP- 5 SITE EGRESS STEP LTS. - ED I P.C. 27 EPP 7 READING 26 EGRESS STEP LTS. - ED I P.C. 28 EPP 8 PARKING LOT EGRESS - ED P.C. 29 pp. 10 I COURTYARD /PLAZA EGRESS I - ED P.C. 30 1 -EPP - 1 12 1 NORTH EGRESS BOLLARDS I ED I P.C. " WALL BOX EPP —1 DIMMER -- �� D 1- I I NORMAL POWER L_ EMERGENCY SHUNT RELAY EMERGENCY LIGHTING i1 CONTROL SCHEME ROOM #3 ef. NO SCALE LIGHTING CONTROL TIME SCHEDULE: DESCRIPTION CODE TYPE DAY TIME 1 TIME 2 TIME 3 OTHER DUSK TO DAWN DD = _TL7 - - - - IN I AILY ID TIC -F - AM OFF- PM - - A UN - -AM - - AM - P INTERIOR DAILY TUNING IDT TC M -F N- AM OFF- PM SAT - AM PM SUN )N- EXTERIOR DAILY ON-PC OFF- PM -ALL- TYPE: AC TC PC DAY. M -F S'S H ALL MON, TUE, WED, etc, HOLIDAY 1 DAYS HOLIDAY 2 DAYS ASTRONOMIC CLOCK TIME CLOCK PHOTOCELL MONDAY THROUGH FRIDAY ONLY SATURDAY AND SUNDAY ONLY HOLIDAYS ALL DAYS OF THE YEAR ACTUAL DAYS 1/1, MEMORIAL DAY, 7/4, LABOR DAY, THANKSGIVING, 12/25 TO BE DETERMINED BY USER NOTE: ALL INTERIOR CLOCK "OFF" TIMER MINUTES PRIOR TO SHUTTING OFF HID LUMINAIRE. SHALL PROVIDE A "BUNK" FIVE CIRCUIT EXCEPT WHEN CONTROLLING RELAY �✓ R SWITCH OR �'— WIRING PER MANUFACTURER'S WALL BOX RECOMMENDATION DIMMER M MOTION SENSOR LIGHTING CONTROL SCHEME - INDIVIDUAL OFFICES AND READING ROOMS NO SCALE RELAY PANEL "EPP" "LCP1" EMERGENCY POWER* INPUT WIRING PER MANUFACTURER'S RECOMMENDATION EXTERIOR PHOTOCELL * UPON LOSS OF NORMAL POWER, ALL EXTERIOR LIGHTS ON EMERGENCY POWER SHALL STAY AT FULL BRIGHTNESS WITHOUT INTERRUPTION. LIGHTING 3 EXTERIOR ef. J NO SCALE CONTROL SCHEME - LIGHTING KEY PLAN PANEL LIGHTING 991-CP1" CONTROL TIME SCHEDULE 1; SnKk HENNF'W 61111110111111110 The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. Syska Hennessy Group, I 9665 Granite Ridge Drive San Diego, CA 92123 Tel: 858.244.0360 Fax: 858.244.0361 www.syska.com SYSKA JOB NO. ELB -02 -000 NO. REVISION DATE AQ RECORD DRAWING RECORD DRAWING 07/31/2008 These Record Drawings have been prepared based on information provided by the contractor and others. SYSKA HENNESSY GROUP has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS COMMUNITY LIBRARY CITY OF ENCINITAS 540 CORNISH DRIVE ENCINITAS, CA 92024 DATE: 07 -31 -2008 SCALE: LIGHTING RELAY PANEL SCHEDULES SHEET NO: I c