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7783 I • I B g)T H SM FA BRICATED VAULT FIRE PROTECTION NOTES UA1�lz_§�= SPECIAL INSPECTION NOTES ARCHITECTURE :: PLAIINING 1. ADDRESS NUMBERS SHALL BE CLEARLY VISIBLE FROM THE STREET AN OFF-SITE SPECIAL INSPECTOR SHALL BE EMPLOYED BY FRONTING THE STRUCTURE. WHERE STRUCTURES ARE LOCATED OFF A WILLIAM M. BOOTH. ARCHITECT ROBERT 1. SUAREZ. ARCHITECT CINGULAR WIRELESS AS A THIRD PARTY AGENT TO OBSERVE ROADWAY ON LONG DRIVEWAYS, A MONUMENT SHALL BE PLACED AT P.O. BOX 46S1. CARLSBAD 92018 (760) 434-8474 THE ENTRANCE WHERE THE DRIVEWAY INTERSECTS THE MAIN THAT WORK ON THE FABRICATED UNDERGROUND VAULT HAS ROADWAY. PERMANENT ADDRESS NUMBERS SHALL BE DISPLAYED ON I ° 0� III AND N SPECIFICATIONS IN PREPARED ACCORDANCE BY R CIKW YH PRECAST, RO ECT O INCH MINIMUM FOR THIS MONUMENT. MINIMUM EIGHT 8 #437, DATED 5/18/04. I R E L E S S COMMERCIAL. [ CFC 5 901.4.4 / LOCAL AMENDMENT THE SPECIAL INSPECTOR SHALL BE ]CC CERTIFIED AND SHALL 2. ALL AUTOMATIC GATES ACROSS FIRE ACCESS ROADWAYS SHAL BE SUBMIT QUALIFICATIONS TO THE CITY OF ENCINITAS BUILDING EQUIPPED WITH APPROVED EMERGENCY KEY OPERATED SWITCH S DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. ALL O�OAy� AUTOMATIC GATES MUST MEET FIRE DEPARTMENT POLICIES DEEMED THE SPECIAL INSPECTION PROGRAM SHALL INCLUDE THE FOLLOWING NECESSARY BY THE FIRE CHIEF FOR RAPID RELIABLE ACCESS. ( ITEMS: PROVIDE DETAILS ON THE OPERATION OF THE GATE DEMOSTR�TING CARDIFF SPORTS PARK 1. OBSERVATION OF PLACEMENT OF STEEL REINFORCING AND COMPLIANCE. [ CFC § 10.204 (g) / LOCA AMENDMENT ] CONCRETE. 3. AN APPROVED SET OF PLANS (BUILDING, FIRE SPRINKLER, FIRE PREPARED FOR 2. OBSERVATION OF THE INSTALLATION OF ELECTRICAL �� ALARM, ETC.) SHALL BE ON THE JOB SITE DURING CONSTRUCTION. CONDUITS, PANELS AND LIGHT FIXTURES. 1 661 LAKE DRIVE, SUITES ��CL_B�� C NO INSPECTIONS WILL BE MADE WITHOUT COMPLIANCE WITH ABOVE. `r 3. OBSERVATION OF THE INSTALLATION OF THE MECHANICAL [ CBC 106.2 ] sm SYSTEMS. ENCINITAS CA 92024 4• ON EACH FLOOR PROVIDE ONE (1) 2A-10BC MINIMUM RATED FIRE X ctn uI THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS EXTINGUISHER PER 6,000 SQUARE FEET. TRAVEL DISTANCE (D FINED WIRELESS TO THE BUILDING OFFICIAL, THE ARCHITECT AND CINGULAR AS THE ACTUAL WALKING DISTANCE) NOT TO EXCEED 75 FEEIh. WIRELESS. A FINAL SIGNED REPORT SHALL BE SUBMITTED [ CFC STANDARD 10-1 ] STATING WORK WAS, TO THE BEST OF THE INSPECTOR'S SD-912-01 KNOWLEDGE, IN CONFORMANCE TO THE APPROVED PLANS AND 5. HOUSEKEEPING - GOOD HOUSEKEEPING SHALL BE MAINTAINED AT 6160 CORNERSTONE CT., SUITE 150 SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS ALL TIMES. ACCUMULATION OF COMBUSTIBLE WASTE MATERIAL IN SAN DIEGO, CA 92121 OF THE 2001 CALIFORNIA BUILDING CODE. THE BUILDING SHALL NOT BE ALLOWED. [ CFC 3 1103.2 ] APPROVALS VICINITY MAP CONSULTANT TEAM PROJECT SUMMARY SHEET SCHEDULE ARCHITECT: APPLICANT: CINGULAR WIRELESS T-1 TITLE SHEET & PROJECT DATA R.F. DATE 6160 CORNERSTONE CT., SUITE 150 A-0 SITE PLAN WILLIAM BOOTH & ROBERT SUAREZ SAN DIEGO, CA 92121 A-0.1 NOTES & SPECIFICATIONS ZONING DATE > WOOD L KE CARDIFF SPORTS ARCHITECTURE & PLANNING (858) 597-5300 n P.O. BOX 4651 A-0.2 NOTES & SPECIFICATIONS — CARLSBAD, CA 92018 OWNER: CITY OF ENCINITAS A-0.3 NOTES & SPECIFICATIONS CONSTRUCTION DATE 50 w (760) 434-8474 COMMUNITY SERVICES DEPARTMENT A-1 ENLARGED SITE PLAN (760) 434-8596 (FAX) 505 SOUTH VULCAN AVENUE A-2 LIGHT STANDARD ELEVATION & SITE SECTION — / o SITE ENCINITAS, CA 92024 A-3 VAULT ELEVATIONS & FLOOR PLAN SITE ACQUISITION DATE a ELECTRICAL CONSULTANT: CONTACT: KERRY MILLER A-4 STORAGE SHELTER FLOOR PLAN & ELEVATIONS _ WALTER D. CAMP, ELECTRICAL ENGINEER, PE (760) 633-2744 A-5 STORAGE SHELTER FOUNDATION PLAN OWNER APPROVAL DATE BIRMINGHAM o DRIVE z 1880 SHEEP RANCH LOOP A-6 STORAGE SHELTER ROOF FRAMING & ROOF PLA S .. a CHULA VISTA, CA 91913 DEVELOPMENT SUMMARY: D-1 DETAILS w (619) 934-1815 ■■ g ® INSTALLATION OF NEW TELECOMMUNICATIONS EQUIPMENT INSIDE D-2 DETAILS PROJECT NAME 41 SURVEYOR: A NEW PREFABRICATED UNDERGROUND EQUIPMENT VAULT D-3 DETAILS CHRISTENSEN ENGINEERING & SURVEYING ® INSTALLATION OF THREE ANTENNA SECTORS, OF ONE ANTENNA E-1 ELECTRICAL SPECIFICATIONS & SDG&E SERVICE ORDER CARDIFF 5 7888 SILVERTON AVENUE, SUITE J EACH (TOTAL 3 ANTENNAS MOUNTED ANEW 80'-0" E-2 UTILITY SERVICE PLAN SPORT S PARK SAN DIEGO CA, 92126 HIGH LIGHT STANDARD. (REMOVE LI E EXISTING LIGHT STANDARD). E-3 ENLARGED UTILITY SERVICE PLAN (858) 271-9901 A CONSTRUCTION OF 10' x 20' SLUMP BLOCK BUILDING FOR E-4 POWER SINGLE LINE DIAGRAM, GROUNDING PLAN `F (858) 271-8912 (FAX) PARK STORAGE GROUNDING SCHEMATIC PROJECT NUMBER Z�JF * INSTALLATION OF NEW 200 AMP ELECTRICAL SERVICE. E-5 ELECTRICAL DETAILS ®_�� L^_ � VAULT MANUFACTURER: L-1 LANDSCAPE PLAN NORTH �P PJ ROCKWAY PRECAST * INSTALLATION OF NEW TELCO SERVICE CONNECTION FROM EXISTING UTILITY PEDESTAL L-2 IRRIGATION PLAN NORTH 3840 NORTH BRUCE STREET L-3 LANDSCAPE PLAN SOUTH 1661 LAKE DRIVE, SUITES NORTH LAS VEGAS, NV 89030 • INSTALL UNDERGROUND COAX CABLE CONDUIT FOR SERVICE "CL-B" & "C" CONNECTION BETWEEN ANTENNAS AND EQUIPMENT VAULT L-4 IRRIGATION PLAN SOUTH (702) 7ss-77ss (702) 458-0781 (FAX) • MINOR LANDSCAPE OR IRRIGATION IS PLANNED FOR THIS L-5 PLANTING AND IRRIGATION DETAILS ENCINI TAS, CA 92024 N PROJECT. (REPAIR EXISTING SLOPED EMBANKMENT) L-6 PLANTING SPECIFICATIONS SAN DIEGO GEOTECHNICAL ENGINEER: L-7 IRRIGATION SPECIFICATIONS CHRISTIAN WHEELER ENGINEERING S-1 LIGHT STANDARD DRAWINGS DRAWING DATES 4925 MERCURY STREET LEGAL DESCRIPTION: C-1 SURVEY 7/2/03 PRELIM ZD REVIEW (JAB) SAN DIEGO, CA 92111 PORTION OF THE EAST 1/2 OF THE NOTHEAST 1/4 OF THE 7/9/03 FINAL ZD REVIEW (ACS) THOMAS GUIDE PAGE 1167, F2 (858) 496-9760 SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 2 8/27/03 ZD REVISIONS 1 (RAL) 858 496-9758 (FAX) WEST, S.B.M., IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, 10/1/03 DESIGN STUDY (RJR) ( ) ( STATE OF CALIFORNIA ADDRESS ' 10/3/03 FINAL ZD REVISIONS (ral) 1661 LAKE DRIVE, SUITES "B" & "C" STRUCTURAL CONSULTANT: CONDITION OF APPROVA12/19/03 ZD SUBMITTAL (RjR) ENCINITAS, CA 92024 01/28/04 ZD SUBMITTAL REVISIONS (rew) ALEX BROWN ENGINEERING PROJECT ADDRESS: 1661 LAKE DRIVE, SUITES "CL-B" & "C" ANY FUTURE MODIFICATIONS TO THE APPROVED PROJECT WILL EE 02/04/04 PRELIM CD REVIEW (rew) 935 OLDHAM ,COURT ENCINITAS, CA 92024 REVIEWED RELATIVE TO THE FINDINGS FOR SUBSTANTIAL 1 02/26/04 ZD SUBMITTAL REVISIONS 2 (rai) ENCINITAS, CA 92024 CONFORMANCE WITH A USE PERMIT CONTAINED IN SECTION 03/05/04 FINAL CD REVIEW (rew) COORDINATES (NAD 83) 30.74.105 OF THE MUNICIPAL CODE. MODIFICATIONS BEYOND THE (760) 943-7866 ASSESSORS PARCEL NUMBER: 260-430-12, 13, 14, SCOPE DESCRIBED THEREIN WILL REQUIRE SUBMITTAL AND APPROVAL 03/16/04 POLE CHANGE (rew) LATITUDE: 33' 01' 38.5" NORTH LONGITUDE: 117' 15' 54.3" WEST (760) 943-7866 (FAX) 15 & 65 OF AN AMENDMENT TO THE USE PERMIT BY THE AUTHORIZED 03/31/04 ZD SUBMITTAL REVISIONS 3 (rat) EXISTING ZONING: ER/OS/P AGENCY 04/01/04 ZD SUBMITTAL REVISIONS 4 (ral) ECOLOGICAL RESOURCE/ 04/16/04 ZD SUBMITTAL REVISIONS 5 (JAB) OPEN SPACE/PARK 05/05/04 REVISED CD REVIEW (rew) ACCESSIBILITY DISCLAIMS 05/12/04 REVISED FINAL CD REVIEW ON (rew) REQUIRED SPECIAL INSPECTIONS TOTAL SITE AREA: 412,449 SQ. Fr. 05/26/04 PLANCHECK LIGHTING REVISIONS (rew) = 9.4 ACRES 05/26/04 PLANCHECK SUBMITTAL (kar) THIS PROJECT IS AN UNOCCUPIED WIRELESS PCS 06/14/04 EQUIPMENT LAYOUT (rew) A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK AND ALL FIELD REPORTS FOR WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND EXISTING BUILDING COMMUNITY PARK TELECOMMUNICATIONS FACILITY AND, ACCORDING TO WRITTEN 06/24/04 0 PLANCHECK CORRECTIONS (c1b) SUBMITTED TO THE FIELD INSPECTION DIVISION PRIOR TO FINAL APPROVAL FOR OCCUPANCY OCCUPANCY & USE: INTERPRETATION FROM THE CALIFORNIA DEPARTMENT OF THE S ATE ARCHITECT, IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS:! 8/16/04 Zj PLANCHECK CORRECTIONS (JAB) WORK REQUIRING SPECIAL INSPECTION: 5. BOLTS I STALLED IN CONCRETE 1. FIELD WELDING (IF NECESSARY) 6. REINFORCING STEEL AND PRESTRESSING STEEL TENDORS PLACEMENT I NOTE: THERE IS ONE EXISTING TELECOMMUNICATIONS FACILITY 7. SOIL ENGINEER TO INSPECT AND VERIFY SOILS CONDITION AT THE TIME OF EXCAVATION ON-SITE. (SPRINT) SHEET TITLE 2. SHOP WELDING (LIGHT STANDARD) AND DEPTH OF CAISSONS PER SOILS REPORT SCALE 3. PILING DRILLED PIERS AND CAISSONS 8• THIRD PARTY SPECIAL INSPECTOR FOR OFF-SITE FABRICATION OF UNDERGROUD VAULT. u 4. CONCRETE 4000 PSI SEE FABERICATED VAULT.SPECIAL INSPECTION NOTES ABOVE. TITLE SHEET THE DRAWING SCALES SHOWN IN THIS SET REPRESENT THE PROPOSED STORAGE BUILDING I CORRECT SCALE ONLY WHEN THESE DRAWINGS ARE PRINTED I A TYPE OF OCCUPANCY: s-1 24" x 36" FORMAT. IF THIS DRAWING SET IS NOT 24" x 36", THIS SET IS NOT TO SCALE. PROJECT DATA SHOP WELDING NOTES DESCRIPTION OF USE: STORAGE BUILDING 1. ALL OFFSITE WELDING SHALL BE DONE IN A CITY OF ENCINITAS APPROVED FABRICATION SHOP. TYPE OF CONSTRUCTION: V—N `) 2. AN APPLICATION FOR OFFSITE FABRICATION MUST BE SUBMITTED TO THE FIELD INSPECTION DIVISION FOR APPROVAL PRIOR TO FABRICATION FLOOR AREA: 200 SQ. FT. \ APPLICABLE CODES PROJECTS\cingular\03046cd\03046cTt.dwg 3. A CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION PRIOR TO ERECTION A LL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE ODES: OF FABRICATED COMPONENTS PROPOSED CINGULAR EQUIPMENT VAULT 4. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION -- / CALIFORNIA STATE BUILDING CODE, TITLE 24, 2001 EDITION SERVICES DIVISION TYPE OF OCCUPANCY: B `I UNIFORM BUILDING CODE, 1997 EDITION 5. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN TYPE OF CONSTRUCTION: V—N UNIFORM PLUMBING CODE, 2000 EDITION A FABRICATOR'S SHOP APPROVED AND REGISTERED BY THE COUNTY OF SAN DIEGO. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE UNIFORM MECHANICAL CODE, 2000 EDITION OF COMPLIANCE IN ACCORDANCE WITH CBC SECTION 1701.7. WHEN WELDING IS DONE IN A SHOP WHICH IS NOT AN APPROVED FABRICATOR; SPECIAL FLOOR AREA: 200 SQ. FT. NATIONAL ELECTRICAL CODE, 1999 EDITION INSPECTION IS REQUIRED AND AN APPLICATION TO PERFORM OFF-SITE FABRICATION MUST BE SUBMITTED TO AND APPROVED BY THE FIELD INSPECTION S IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE T 1 DIVISION. SHALL PREVAIL I IH uwlz_§�= EXISTING SPRINT PCS EXISTING CHAINLINK EXISTING BUILDING ARCHITECTURE Ci P L A I I N I N G s TELECOMMUNICATIONS FENCE EXISTING PARKING LOT EQUIPMENT SHELTER AND wIIUAM M. DOOTH.ARCHITECT ROBERT L SUAREZ. ARCHITECT EXISTING SDG&E PAD PARK STORAGE ROOM MER P.O. BOX 4657. CARLSDAD. CA. 92018 (76 0) 4 3 4-8 4 74 MOUNTED TRANSFOR PROPERTY LINE (TYPICAL) S 89' 17' 55" E 630.80' ;M EXISTING DRIVEWAY EXISTING BASEBALL DIAMOND I i (TYPICAL) (TYPICAL OF 4) o ° EXISTING HANDICAP 1 PARKING STALL WITH ■m 5'-0" WIDE LOADING co AREA AND SIGNAGE M EXISTING CONDUIT FOR TELCO PREPARED FOR SERVICE INSTALLED BY SPRINT FOR CINGULAR WIRELESS TELCO EXISTING TELCO PEDESTAL w SERVICE CONNECTION r sm 04 ` APN 260 430 12 WIRELESS EXISTING SLOPED EMBANKMENT a z \ EXISTING CONDUIT ELECTRICAL 6160 CORNERSTONE CT., SUITE 150 EXISTING HANDICAP SERVICE INSTALLED BY SPRINT FOR 1 ACCESSIBLE DRINKING CINGULAR WIRELESS POWER SERVICE SAN DIEGO, CA 92121 FOUNTAIN AND PUBLIC �\ CONNECTION i TELEPHONE o I \ EXISTING 80'-0" HIGH LIGHT STANDARD > \\ WITH "SPRINT" PCS ANTENNAS EXISTING SNACK BAR PROPOSED 202 SQUARE FOOT PREFABRICATED UNDERGROUND '� 0 & RESTROOM. \ EQUIPMENT VAULT (SHOWN DASHED & SHADED) FOR CINGULAR EXISTING (2) HANDICAP RESTROOM INCLUDES WIRELESS TELECOMMUNICATIONS EQUIPMENT. SEE SHEET A-1 APPROVALS i PARKING STALLS, WITH W ° HANDICAP ACCESSIBLE FOR ENLARGED SITE PLAN AND SHEET A-2 FOR SITE SECTION 10'-0" & 5'-0" WIDE Y FACILITIES PROPOSED TELCO & LOADING AREAS AND SECTOR A AZIMUTH 0' ELECTRICAL CONDUIT SIGNAGE 89' 30' 3° W 240.58' FEEDER PROPOSED CINGULAR WIRELESS ANTENNAS AND TMA UNITS R.F. DATE OEM P R SERVICE CONNECTION - - MOUNTED TO A NEW 80'-0" HIGH LIGHT STANDARD (BASE AT EXISTING TWO—GANG 0 AT 2$", TOP DIAMETER 14"). REMOVE EXISTING 80'-0" ZONING DATE METER PEDESTAL HIGH LIGHT STANDARD (BASE DIAMETER 15", TOP DIAMETER 8") & RELOCATE EXISTING LIGHTS TO NEW POLE. SEE SHEET A-1 _ FOR AN ENLARGED PLAN OF THIS AREA AND SHEET A-2 FOR — EXISTING (2) HANDICAP ° ° ° f SITE SECTION & ELEVATION. CONSTRUCTION DATE PARKING STALLS, WITH — o APN 260 - 430- 15 5'-0" WIDE LOADING — AREA AND SIGNAGE APN 260 -430 - 13 SECTOR B SITE ACQUISITION DATE w, ; AZIMUTH 120' m EXISTING SDG&E PAD 400'-0" 1 0 MOUNTED TRANSFORMER OWNER APPROVAL DATE EXIS LNG A HALT SECTOR C PARKING LOT L — o AZIMUTH 24 EXISTING 80'-0" HIGH LIGHT Z - STANDARD TO BE REMOVED EXISTING CONCRETE o> PROJECT NAME CURB, GUTTER AND — — 1 EXISTING CHAINLINK o CARDIFF SIDEWALK (TYPICAL) 0 S 89' 30' 23" E w FENCE SPORTS EXISTING HANDICAP 12.56' N PROPERTY LINE PARK PARKING STALL WITH '� ( APN 260-430 65 5'-0" WIDE LOADIN (TYPICAL) _ - AREA AND SIGNAGE PROJECT NUMBER EXISTING DG SD-912-01 w; WARNING TRACK PROPOSED METER PEDESTAL a �i / FOR CITY OF ENCINITAS 1661 LAKE DRIVE STORAGE ROOM. SEE SHEET APN 260 430 14 E-2 FOR UTILITY SERVICE p ENCINITAS, CA 92024 PLAN ❑ SAN DIEGO 89' 30' 23" W io 63 .50' DR 0 1 7/2/03 RM GEL ZD REVS W (JAB) EXISTING FIELD ACCESS WALKING 7/9/03 FINAL ZD REVIEW (ACS) POWER SERVICE CONNECTION PATH 8/27/03 ZD REVISIONS 1 (RAL) AT EXISTING UTILITY POLE PROPOSED 10' x 20' PARK STORAGE SHELTER. SEE 10/1/03 DESIGN STUDY (RJR) SHEET A-4 FOR PLAN & 10/3/03 FINAL ZD REVISIONS (ral) �' 12/19/03 ZD SUBMITTAL {RjR) I EXISTING DISABLED ACCESS ELEVATIONS 01/28/04 ZD SUBMITTAL REVISIONS (rew) PATH OF TRAVEL. 1:20 02/04/04 PRELIM CD REVIEW (rew) SLOPE MAX. p' p 248'-0" TO CORNER OF PROPOSED rp o0 02/26/04 ZD SUBMITTAL REVISIONS 2 (rat) (VERIFY) STORAGE SHELTER c 00 03/05/04 FINAL CD REVIEW (rew) 03/16/04 POLE CHANGE (rew) M 03/31/04 ZD SUBMITTAL REVISIONS 3 (ral) N 04/01/04 ZD SUBMITTAL REVISIONS 4 (ral) 04/16/04 ZD SUBMITTAL REVISIONS 5 (JAB) APN 260 430 60 APN 260 430 61 Z 3 05/05/04 REVISED CD REVIEW (rew) Q APN 260 -430 49 ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH 05/12/04 REVISED FINAL CD REVIEW (rew) EXISTING AND PROPOSED, ARE SHOWN ON THIS PLAN. 06/24/04 Q PLANCHECK CORRECTIONS (clb) O ■■ APN 260 430 18 0 SHEET TITLE NOTE: CINGULAR WIRELESS WILL COORDINATE THE INSTALLATION AND TIMING OF THE FIELD LIGHTING RELOCATION WITH' THE CITY OF ENCINITAS. FIELD LIGHTS MUST BE PLACED AND ADJUSTED FOR SITE PLAN PROPER COVERAGE TO THE SATISFACTION OF THE CITY PARKS AND RECREATION DEPARTMENT CONSTRUCTION MANAGER. BIRMINGHAM DRIVE CINGULAR WIRELESS TELECOMMUNICATIONS TRANSMITTER FREQUENCIES AND POWER LEVELS: 1850-1900 MHzBAND WIDTH 800 WATTS ERP PER SECTOR BENCHMARK: COUNTY OF SAN DIEGO CONTROL STATION "OC 0182". ELEVATION 306.61' MEAN SEA LEVEL PROJECTS\cingular\03046cd\03046cA0.DWG BOUNDARY NOTE: ■m THE PROJECT BOUNDARY SHOWN ON THIS DRAWING IS APPROXIMATE ■■ �P= AND IS SHOWN FOR REFERENCE ONLY. A BOUNDARY SURVEY WAS SATE PLAN N NOT PERFORMED BY CHRISTENSEN ENGINEERING AND SURVEYING. EASEMENTS: SCALE-'1' 804' NO EASEMENTS ARE SHOWN WHICH REFLECTS PRELIMINARY A= O RESEARCH OF RECORDED PARCEL MAPS, EASEMENTS ARE SUBJECT TO REVIEW OF FINAL TITLE REPORT & SURVEY l GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS (CONT'D) GENERAL ANTENNA & CABLE NOTES 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS 18. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO A. GENERAL ANTEN NA AND COAXIAL CABLE SCHEDULE DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR LOCATE ALL EXISTING UTILITIES, OR CONTACT AN OUTSIDE AGENCY 1. ALL ANTENNAS AND ANTENNA CABLE SHALL BE FURNISHED BY SECTOR DIRECTION AZIMUTH ANTENNA MODEL NUMBER DOWNTILT ANGLE SERIAL NUMBER # OF OAX. CABLE JUMPER COAX SIZE yJ j jj CONSTRUCTION" ARE INCLUDED IN THESE SPECIFICATIONS AS IF TO LOCATE ALL EXISTING UTILITIES. WHETHER SHOWN HEREIN OR CINGULAR WIRELESS AND INSTALLED BY ANTENNA INSTALLATION ANTENNA OFF WALL CABLES PER LENGTH LENGTH w "COMPLETELY REPRODUCED HEREIN. NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR CONTRACTOR. SECTOR (+/- 5') (+/- 3') �tEZ 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE SHALL BEAR ALL EXPENSES FOR REPAIR IN REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE 2. PRIOR TO PLACEMENT OF ANTENNA POLE MOUNTS THE Al NORTH 0' EMS WIRELESS DR-85-17-02DPL2Q 0' 0' 6 93'-0" 10'-0" 7/8" AND IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS. EXECUTION OF WORK. CONTRACTOR SHALL VERIFY THAT THE AZIMUTH AND DIMENSIONS B1 SOUTHEAST 120' EMS WIRELESS DR-85-17-02DPL2Q 0' 0' 6 93'-0" 10'-0" 7/8" ARCHITECTURE ;; P L A 11 N 111 G SHOWN ON THE PLANS MATCH ACTUAL FIELD CONDITIONS. Cl ISOUTHWESTI 240' 1 EMS WIRELESS DR-85-17-02DPL20 0' 0' 6 93'-0" 10'-0" 7/8" WILLIAM M. BOOTH. ARCHITECT ROBERT J. SUAREZ. ARCHITECT 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ALLOWABLE TOLERANCE: PARTICIPATING SHALL VISIT THE JOB SITE AND FAMILIARIZE SECURITY OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS HORIZONTAL ALIGNMENT t5 DEGREES P.O. BOX 4651. CARLSBAD. CA. 92018 (760) 434-8474 THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY CINGULAR VERTICAL ALIGNMENT t1 DEGREE PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL AND WIRELESS IIIIP III STRUCTURAL ',INSTALLATIONS, AS WELL AS WITH THE CONSTRUCTION 3. ANTENNA INSTALLATION CONTRACTOR SHALL PROVIDE ALL AND CONTRACT DOCUMENTS AND SHALL CONFIRM THAT THE 20. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND CONDUIT, CABLE TRAY, GROUND KITS, CLAMPS, GROUNDS, ETC. PROJECT CAN BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, FOR COMPLETE INSTALLATION OF ANTENNAS AND CABLES WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR CINGULAR WIRELESS, AND THE CITY OR GOVERNING AGENCY. SHOWN AND INTENDED AS REQUIRED FOR A COMPLETE DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL OPERATING SYSTEM IN ACCORDANCE WITH CINGULAR WIRELESS IMMEDIATELY NOTIFY CINGULAR WIRELESS CONSTRUCTION MANAGER 21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE STANDARDS. AND THE ARCHITECT IN WRITING. IN THE EVENT OF DISCREPANCIES CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE OF THE SITE. THIS SHALL BE DONE AFTER THE SITE HAS BEEN 4 IN NO CASE SHALL THERE BE ANY MORE THAN TWO (2) 90 WORK IN THE BID, UNLESS SPECIFICALLY DIRECTED OTHERWISE. IF AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. OR A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCHITECT ONE SET OF REDLINED EGREE TURNS (OR EQUIVALENT) ANY CONTINUOUS LENGTH PULL BOXES OR SIMILAR FEATURES. INED DRAWINGS SHALL BE PROVIDED TO THE ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL BE HELD CINGULAR WIRELESS CONSTRUCTION MANAGER. OF CONDUIT S RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT 22. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS 5. ANTENNA CONDUIT SHALL ONLY INCLUDE FACTORY-MADE LARGE PREPARED FOR ALL PROBLEMS THAT RESULT. COAXIAL CONNECTOR REQUIREMENTS PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND RADIUS SWEEPS AT ALL CHANGES IN DIRECTION. SWEEP 3. VERIFY MODEL NUMBERS OF ANTENNAS WTTH CINGULAR WIRELESS 4. DRAWINGS SHALL NOT BE SCALED. THESE DRAWINGS ARE INTENDED SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS RADIUS SHALL BE 18" MINIMUM ABOVE GROUND AND 36" CONSTRUCTION MANAGER PRIOR TO ORDERING OR INSTALLATION 1. TORQUE TOLERANCE: t21bf-ft. (f2.7N m) TO BE DIAGRAMMATIC ONLY. FIGURED DIMENSIONS HAVE SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL MINIMUM BELOW GROUND. 4. THE CONTRACTOR SHALL PROVIDE TESTING OF ANTENNAS AND SHALL 2. FOR DIN CONNECTORS THE COUPLING TORQUE (CONNECTOR TO CONNECTOR) PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS PROVIDE DOCUMENTATION R THE CINGULAR WIRELESS CONSTRUCTION SHALL BE 11 Ibf-ft. (15N m) TYPICAL,TORQUE Ibf-ft. (25N m) MAXIMUM. � � PRECEDENCE OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE 6, CONDUIT SHALL BE 3" DIAMETER MINIMUM ALL UNDERGROUND MANAGER sM CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF CONDUIT SHALL BE SCHEDULE 40 PVC. ALL EXPOSED 3. FOR ALL CONNECTORS, CINGULAR WIRELESS STANDARD PROCEDURE IS TO cingular SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN THE JOB SUPERINTENDENT. CONDUIT ABOVE GRADE LEVEL SHALL BE IMC OR RIGID 5. INSTALL EMBOSSED ALUMINUM IDENTIFICATION TAGS AT EACH END OF TIGHTEN THE BACK NUT ONTO THE CONNECTOR BODY. A TORQUE WRENCH OF ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS GALVANIZED. ALL EXPOSED CONDUIT PROTECTED IN A BUILDING THE MAIN COAXIAL CABLE RUNS, ALONG WITH THE END OF THE JUMPER A SUITABLE SIZE AND TYPE SHOULD BE USED TO CONFIRM THE CORRECT HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 23. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE OR ON A ROOF SHALL BE EMT OR UV STABILIZED PAINTED CABLE LOCATED WITHIN THE PLINTH SECTION OF THE BTS UNIT. TAGS TORQUE SETTINGS AT BOTH CABLE AND ALNA CONNECTIONS. CARE SHOULD BE WIRELESS MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS SCHEDULE 80 PVC. SHALL BE LABELED PER THE FOLLOWING: TAKEN NOT TO SPIN THE CONNECTOR ON THE CABLE SIDE OF THE CONNECTION. 5. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY OWNER STANDARD OPEN END WRENCHES SHALL BE U13ED FOR THE CONNECTOR BODIES. MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING 7, IN HIGH TRAFFIC AREAS OR WHERE SUSCEPTIBLE TO DAMAGE COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN-UP UPON CONTRACTOR SHALL PROVIDE FORMED 14 GA GALVANIZED ANTENNA 1, ALNA RX=AIR TX=ART ANTENNA 7, ALNA RX=B3R TX=B3T 4, THE CLEANLINESS OF CONTACT SURFACES IS VERY IMPORTANT IN OBTAINING 6160 CORNERSTONE CT., SUITE 150 DRAWINGS. COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM SHEET METAL COVER OVER COAXIAL CABLE ROUTES. WHERE ANTENNA 2, ALNA RX=A2R TX=A2T ANTENNA 8, ALNA RX=B4R TX=B4T GOOD CONNECTOR PERFORMANCE. NEW CONNECTORS ARE CLEAN WHEN SAN DIEGO, CA 92121 CLEAN CONDITION AT THE END OF EACH DAY AND VACUUM CLEAN CABLE M RUN ON THE WALL, ATTACH BLE RUT TO WALL AND ANTENNA 3, ALNA RX=A3R TX=A3T ANTENNA 9, ALNA RX=C1R TX=CRT PACKAGED AND CINGULAR WIRELESS STRESSES THE NEED TO KEEP CONTACT 6. CONTRACTOR SHALL NOTIFY THE CINGULAR WIRELESS CONSTRUCTION CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY COVER WITH 14 GA GALVANIZED FORMED SHEET METAL COVER ANTENNA 4, ALNA RX=A4R TX=A4T ANTENNA 10, ALNA RX=C2R TX=C3T SURFACES CLEAN AND FREE FROM COPPER FI INGS IN THE CONNECTOR MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY NATURE AT COMPLETION OF WORK. ANTENNA 5, ALNA RX=B1R TX=BIT ANTENNA 11, ALNA RX=C3R TX=C3T ASSEMBLY PROCESS. DETAILS ARE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT OR MATERIAL AS DIRECTED BY CINGULAR WIRELESS ANTENNA 6, ALNA RX=62R TX=B2T ANTENNA 12, ALNA RX=C4R TX=C4T CONSTRUCTION MANAGER BACKNUT TORQUE TABLE FOR FLEX WATERPROOF; OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF 24. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING ELL FLC CONNECTORS WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NOTES: FLEXWELL CONNECTOR MAXIMUM COUPLING OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO SHOW THE NORMAL ACTIVITY. 1. VERIFY ROUTE AND LENGTH OF CABLE PRIOR TO CUTTING. ADJUST ART A2T A3T A4T BIT B2T gB3T B4T gg C3T g COAXIAL CABLE BACKNUT TORQUE FOR am END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE INDICATED ROUTE AS REQUIRED TO CLEAR EXISTING OBSTRUCTIONS AND (TX2) (TX4) (TX6) (TX8) TX10 TX12 TX16 TX22 TYPE WRENCH SIZE BACKNUT TO BODY REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS 25. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. MAINTAIN REQUIRED CLEARANCE FROM EXISTING EQUIPMENT & ASSEMBLY APPROVALS PART OF THE WORK. FACILITIES. S-FLC 12-50 3 4" 15 Ibf-ft 20 N-m 26. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. AIR A2R A3R A4R B1R B2R B3R 64R C1R C2R C3R C4R 7. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE LISTED OR FIRE MARSHAL APPROVED MATERIALS IF AND WHERE 2. MAXIMUM LENGTH OF 7/8" COAXIAL CABLE SHALL BE 130'-0" (RX1) (RX3} (RX5) (RX7) (RX9) (R11) RX13 RX15 RX17 RX19 RX21 RX23 FLC 12-50 7/8 3 4"} 12 Ibf-ft 16 N-m) VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY APPLICABLE TO THIS FACILITY AND PROJECT SITE. MAXIMUM LENGTH OF 1-5/8" COAXIAL CABLE SHALL BE 350'-0" FLC 78-50 1-3/8" 20 Ibf-ft 27 N-m - DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR PROVIDE (6) COAXIAL CABLE PER SECTOR FOR A TOTAL OF 18 NOTE. COORDINATE CABLE CONNECTORS AND LABELING OF ANTENNAS WITH FLC 114-50 1-3Z4" 30 Ibf-ft 40 N-m R.F. DATE SHALL NOTIFY THE CINGULAR WIRELESS CONSTRUCTION MANAGER 27. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT COAX CONDUITS CINGULAR WIRELESS CONSTRUCTION MANAGER AND RF ENGINEER FLC 158-50 2-1 4" 40 Ibf-ft (54 N-m LESS THAN 2-A OR 2-PROBE WITHIN AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE FEET TRAVEL DISTANCE TO C ONSTRUCTION. PROCEEDING WITH THE WORK. ALL PORTIONS OF THE PROJECT AREA C (� �1 ZONING DATE 8. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO 28. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER CEC PAINTING NOTES & SPECIFICATIONS EQUIPMENT LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION ARTICLES 250 AND 810. CONSTRUCTION DATE AND FINAL LOCATIONS WITH CINGULAR WIRELESS CONSTRUCTION 29. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE A. GENERAL D. PAINT & PRIMER RESPONSIBLE FOR COORDINATING HIS WORK WITH ERICSSON RADIO CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. S ITE ACQUISITION DATE SYSTEMS. 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS ANTENNAS 30. UPON COMPLETION OF CONSTRUCTION, CINGULAR WIRELESS SPECIFICALLY NOTED TO THE CONTRARY. PRIMER - KEM AQUA E61-W525 9. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH TOPCOAT - COROTHANE 11 B65W200/B6OV22 OWNER APPROVAL DATE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER. 2• CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES QUESTIONS REGARDING THEIR EXACT MEANING, THE CINGULAR PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. BTS CABINET WIRELESS CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PRIMER - KEM AQUA E61-W525 an NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING TOPCOAT - COROTHANE 11 B65W200/B6OV22 WITH THE WORK. ACCEPTANCE OF THE PROJECT BY CINGULAR WIRELESS. SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. COAXIAL JUMPER CABLES PROJECT NAME 10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES 32. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH OF KEM AQUA WATER REDUCIBLE PRIMER E61W25 CARDIFF pDICC EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED. REDUCED 25% �,/i" R 1 [- AND INCLUDE THOSE IN THE COST OF THE WORK TO CINGULAR SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR TOPCOAT - 2 COATS COROTHANE II POLYURETHANE WIRELESS REGULATION TAKE PRECEDENCE. 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 865W200/B6OV2 CINGULAR WIRELESS CONSTRUCTION MANAGER. RAW STEEL SPORTS PARK 11. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE - T ACRYLIC PRIMER ANY SUBCONTRACTORS OR WORKMEN ARE ON THE SITE AND SHALL 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 PRIMER KEM BOND HS B50WZ4, DM TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 PROJECT NUMBER SUPERVISE AND DIRECT ALL WORK, USING HIS BEST SKILL AND GRIT SANDPAPER AND NON-HYDROCARBON WASH. PREPARE GALVANIZED METAL ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL ROOFING & WATERPROOFING GALVANIZED SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND ACCORDANCE WITH SSPC-SP1. FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH SD-91 Z°O SEQUENCES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOTES. 7. FURNISH DROP CLOTHS, SHIELDS, MASKING, AND PROTECTIVE METHODS UNDER THE CONTRACT. STAINLESS STEEL TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT PRIMER - OTM WASH PRIMER B71Y1 12, WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF SURFACES AND FACILITIES. TOPCOAT - 2 COATS COROTHANE it POLYURETHANE B65W200/860V2 1661 LAKE DRIVE THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING ENCINITAS, CA 92024 MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF 8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH PRE-PRIMED STEEL IS UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO TOUCH UP ANY RUST OR ON-PRIMED STEEL WITH KEM BOND HS, SAN DIEGO CONSTRUCTION PRACTICE: ALL NEW ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS SSOWZ4 INDICATED ROOFING WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID . NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION ALUMINUM & COPPER AS A RESULT OF THIS WORK. IF IT IS DETERMINED THAT THE PRIMER - DTM WASH PRIMER, B71Y1 O'HARE INTERNATIONAL CENTER 9. APPLY BLOCK FILLER TO CONCRETE BLOCK CONSTRUCTION AT A RATE 10255 W. HIGGINS ROAD, SUITE 600 ARCHITECT'S DETAILING IS INADEQUATE OR IMPROPER OR IF ANY OTHER TO ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 ROSEMONT, IL 60018 DISCREPANCY IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY DRAWING DATES PROJECT MANAGER IN THE ARCHITECT AND THE CINGULAR WIRELESS 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES, AND OTHER CONCRETE MASONRY (NEW) SMACCNA SHEET METAL AND AIR CONDITIONING CONTRACTORS WRITING. ULTIMATELY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEFECTS INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE PRIMER - PRO MAR EXTERIOR BLOCK FILLER 02/04/04 PRELIM CD REVIEW (rew) CINGULAR WIRELESS CONSTRUCTION MANAGER. REPAINT AS NECESSARY NATIONAL ASSOCIATION COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S SPECIFICATIONS. TO ACHIEVE SURFACES WHICH ARE SMOOTH, EVENLY COATED WITH TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH 03/05/04 FINAL CD REVIEW (rew) 4201 LAFAYETTE CENTER DRIVE UNIFORM SHEEN AND FREE FROM BLEMISHES. CHANTILLY, VA 20151-1209 2. CONTRACTOR SHALL USE METHODS & MATERIALS SIMILAR AND CONCRETE STUCCO (EXISTING) 05 /05/04 REVISED CD REVIEW {rew) COMPATIBLE WITH EXISTING MATERIALS & CONDITIONS FOR ROOF 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH 05/12/0 4 REVISED FINAL CD REVIEW (rew) IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER PATCHING, NEW PENETRATIONS, ETC. B. PAINTING SCOPE STUCCO 820 TRANSFER ROAD PRIMER - PRO MAR MASONRY CONDITIONER B-46-W21000 ST. PAUL, MN 55114-1406 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF & BUILDING 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL BELOW WITH THE COATING SYSTEM INDICATED. 13. INSTAL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. PAINTING SCOPE WOOD OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS PRIMER - A-100 EXTERIOR ALKYD WOOD PRIMER Y-24W20 SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND / OR SURFACE TO COATING PAINT DO NOT N/A TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH �� REGULATIONS TAKE PRECEDENCE. MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BE PAINTED SYSTEM PAINT ADJACENT SURFACES RECONSTRUCTING FINISHES AND MATERIALS TO LIKE-NEW CONDITION. BTS UNIT c1 • 14. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL ALL EQUIPMENT & CABINETS OTHER THAN THE 13TS UNIT Cl • GLU RIPM BEAMS NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS TEXTURES & PRIMER - A-100 EXTERIOR ALKYD WOOD PRIMER Y-24W20 TWO FINISHES UNLESS SPECIFICALLY NOTED TO THE CONTRARY OR ANTENNA COVERS, TILT BRACKETS, MOUNTING BRACKETS AND SHEET TITLE SUPPORTS FOR ALL ITEMS REQUIRING THE SAME. APPROVED BY THE CINGULAR WIRELESS CONSTRUCTION MANAGER IN ASSOCIATED HARDWARE, CABLE AND CABLE COVERS EXPOSED C2 • COATS SHOP APPLIED PER GLU-LAM MANUFACTURER'S TO VIEW, EXPOSED CONDUIT AND HANGERS, ETC. SPECIFICATIONS 15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL ADVANCE. FLASHING UNITS. METAL TRIM, AND OTHER METAL SURFACES C2 • TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS. TWO NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, QG CONCR�E, CONCRETE BLOCK AND COATS SHOP OR FIELD APPLIED AT CONTRACTOR'S OPTION 5. AT THE CINGULAR WIRELESS CONSTRUCTION MANAGERS DIRECTION, THE cNTIfIOUS TYPE FINISH SYSTEMS NQ'�E�' REGULATIONS; LAWS AND ORDINANCES AS WELL AS STATE c2 • FIELD CUTS / DAMAGE (PRIOR TO PRIME & PAINT) FIRST & SECOND DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF CONTRACTOR SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW PLYWOOD, LUMBER AND WOOD TRIM INCLUDING • COAT - CUPRINOL CLEAR WOOD PRESERVATIVE ##158-0356 ALL INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX THE BACK SIDE OF ALL SCREENWALLS c2 PENETRATIONS INTO FINISHED GLU-LAMS SHALL BE CAULKED WITH & 16. THE CONTRACTOR SHALL PROTECT THE PROPERTY OWNERS, AND BE B"DUCK BOARDS' AS MANUFACTURED BY ROOFING PCTOR EQUAL.ADONSHALL CDRYWALL RETE POLES C2 • • "SIKAFLEX" SEALANT SPECIFICATIONS CINGULAR WIRELESS PROPERTY FROM DAMAGE WHICH MAY OCCUR SPECIAL ROOFING SYSTEMS SUCH AS SINGLE MEMBRANE ROOFS WILL METAL POLES AND METAL POLE STAND-OFF CI • STEEL TOUCH UP DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED STEEL THAT HAS BEEN WELDED, CUT OR SCRATCHED IN THE FIELD FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, BY NOTES 1 & 2 ABOVE. C. COATING SYSTEM SPECIFICATIONS SHALL BE TOUCHED UP WITH COLD GALVANIZED PAINT STAIRS, OR EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF CINGULAR WIRELESS, AND THE 1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. PROPERTY OWNER, OR THE OWNER'S REPRESENTATIVE, AT THE 1 MIL DFT PER COAT APPLIED IN TWO COATS OVER DTM EXPENSE OF THE CONTRACTOR- PENETRATION AT FIRE BONDING PRIMER (B66A50). 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL 2. 100 % ACRYLIC, LATEX COATING EQUIVALENT TO A-100 PROJEC TS\cingular\03046cd\03046cAO.1.DWG NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText PLANTING NOTES - B TH 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION Q ^1 r? OF ANY WORK. ALL WORK SHALL BE PERFORMED IN AN MANNER WHICH WILL AVOID (`Jam"' / POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 1014 2• ALL TREE AND SHRUB AREAS SHALL RECEIVE A 2" LAYER OF COURSE MULCH. GROUND OVER AREA U L / SHALL RECIEVE A 1" LAYER OF FINE MULCH. SAMPLES OF MULCH ARE TO BE SUBMITTED TO THE 4 RC H I TE C TU R E ;; P L A n N I n G CITY FOR APPROVAL AT LEAST TWO WEEKS BEFORE DELIVERY / 3. PLANTING INSTALLATION CRITERIA: WILLIAM M. BOOTH. ARCHITECT ROBERT J. SUAREZ. ARCHITECT ALL PROPOSED TREES SHALL BE SELF-SUPPORTING, WOODY PLANTS WITH AT LEAST ONE WELL P.O. BOX 4651. CARLSBAD, CA. 92018 (760) 434-8474 DEFINED TRUNK AND SHALL NORMALLY ATTAIN A MATURE HEIGHT AND SPREAD OF AT LEAST 15 FEET. / 4. PLANTING MAINTENANCE CRITERIA: 6 �0 i ALL LANDSCAPE INSTALLATION SHALL BE MAINTAINED IN ACCORDANCE WITH THE CITY �G4 �� N OF ENCINITAS' LAND DEVELOPMENT MANUAL LANDSCAPE STANDARDS. / 5. IRRIGATION: EXISTING IRRIGATION SHALL BE PROTECTED IN PLACE. ANY IRRIGATION VALVES OR PIPES Ron 0.31.05 ° IRRIGATION DURING THE CONSTRUCTION HALL BEDRPLACED IN—KIND AS REQUIRED FOR PROPER OPERATION & VEGETATION. IRRIGATION PIPING AND HEADS SHALL BE LOCATED AS DIRECTED BY THE CITY �� PREPARED FOR X sm EXISTING CONCRETE cingular/ SIDEWALK / WIRELESS 6160 CORNERSTONE CT., SUITE 150 IRRIGATION NOTE: SAN DIEGO, CA 92121 IRRIGATION SYSTEM FOR NEW LANDSCAPING WILL WATER CONSERVATION NOTES BE CONNECTED TO THE EXISTING IRRIGATION SYSTEM IN THIS AREA AS DIRECTED BY THE CITY 1. ALL LANDSCAPE AND IRRIGATION DESIGN, INSTALLATION AND MAINTENANCE, SHALL CONFORM TO LANDSCAPE / OF ENCINITAS PARKS DEPARTMENT I REGULATIONS AND ALL OTHER CITY OF OCEANSIDE LAND DEVELOPMENT MANUAL LANDSCAPE STANDARDS AND ALL OTHER APPLICABLE CITY AND REGIONAL STANDARDS FOR LANDSCAPE INSTALLATION AND MAINTENANCE I2. PLANT MATERIAL SELECTED FOR THIS PROJECT WILL BE OF A TYPE KNOWN TO BE SUCCESSFUL / PROPOSED CONCRETE IN THE AREA OR IN SIMILAR CLIMATIC AND SOIL CONDITIONS j / � � , � � APPROVALS LANDING / i / .;� 3. LANDSCAPE FINISH GRADING OBJECTIVES WILL INCLUDE POSITIVE SURFACE DRAINAGE OF PLANTED AREAS THROUGHOUT THE PROJECT AREA 4, ALL PERMANENTLY LANDSCAPED AREAS WILL BE SERVED BY PERMANENT, AUTOMATIC, UNDERGROUND, R.F. DATE IRRIGATION SYSTEMS USING LOW PRECIPITATION FIXED AND POP UP SPRAY HEADS PROPOSED ' CATCH BASIN & I, � / \ \ � / 5. ALL SOILS WILL BE FERTILIZED, AMENDED, AND TILLED TO CONFORM TO RECOMMENDATIONS Z ONING 4" PVC DRAINAGE PIPE � //� MADE BY A SOIL TESTING LABORATORY AND/OR LANDSCAPE ARCHITECT IN ORDER TO PROMOTE HEALTHY DATE � AND VIGOROUS PLANT GROWTH / 6. ALL PLANTING AREAS WILL BE MAINTAINED IN A WEED AND DEBRIS FREE CONDITION CONSTRUCTION DATE 7. SPRINKLER HEADS SHALL BE ADJUSTED FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE SITE ACQUISITION DATE THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. CONDITIONS THAT CAUSE OVER—SPRAY, PONDING, OR 1< RUN-OFF SHALL BE ELIMINATED. ADJUST SYSTEM TO AVOID THESE CONDITIONS \\ / 8. BEST IRRIGATION MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO OWNER APPROVAL DATE PROPOSED 10' x 20' PARK / THE BEST EXTENT POSSIBLE PONDING, RUN—OFF, OVER—SPRAY AND MISTING ■■ STORAGE SHELTER I 9. IRRIGATION HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE PROJECT NAME OVER—SPRAYING ON SIDEWALKS, STREETS AND NON—DESIGNATED USE AREAS �� / 331 .L �� - � CARDIFF REVEGETATI ON REQUIREMENTS SPORTS PARK ��, I 1. GRADED AREAS SHALL BE HYDRO-SEED TO PREVENT EROSION, IN THE EVENT THAT CONSTRUCTION OF � � x� T NUMBER STRUCTURE(S) DOES NOT OCCUR WITHIN 30 DAYS OF GRADING. HYDRO-SEED SHALL BE REAPPLIED OR PROJECT IRRIGATED AS NECESSARY TO ESTABLISH GROWTH. �� ®�� 2. ALL GRADED, DISTURBED OR ERODED AREAS THAT WILL NOT BE PERMANENTLY PAVED OR OVERED BY STRUCTURE SHALL BE PERMANENTLY REVEGETATED AND IRRIGATED AS SHOWN IN TABLE 142-04F AND IN ACCORDANCE WITH THE STANDARDS IN THE LAND DEVELOPMENT MANUAL. 1 661 LAKE DRIVE PROPOSED B 3303 ENCINITAS, CA 92024 i SCREENING SHRUBS TO BE FIELD NOTE: ---___ Y CINGULAR WIRELESS AND CITY OF /� ALL SELECTED PLANTS SHALL MATCH THOSE ENCINITAS PARKS DEPARTMENT CONSTRUCTION PLANTING LEGEND LOCATED AT THE NEW STORAGE UILDING AT SAN DIEGO MANAGERS NORTH END OF PARK. VERIFY TY E & SIZES. / BOTANICAL SYMBOL COMMON PLANTING Q U A SIZE NTIIY NAME NAME AWING DATES EXISTING CONTOUR LINES 1/28/04 ZD SUBMITTAL REVISIONS (rew) / / / AT 6" INTERVALS PITTOSPORUM T. - VARIEGATA 5 GAL. 12 02/04/04 PRELIM CD REVIEW (JAB) ------_ / 03/05/04 FINAL CD REVIEW (rew) 03/31/04 ZD SUBMITTAL REVISIONS 3 (ral) 04/01/04 ZD SUBMITTAL REVISIONS 4 (ral) 04/16/04 ZD SUBMITTAL REVISIONS 5 (JAB) 05/12/04 REVISED FINAL CD REVIEW (rew) i / i 06/24/04 PLANCHECK CORRECTIONS kar PHORMIUM T. - 5 GAL. 8 8 16 ( ) EXISTING 36" WIDE DIRT PINK STRIPE' / /04 ® PLANCHECK CORRECTIONS (JAB) EXISTING TREES TO REMAIN % / DRAINAGE SWALE OR EQUAL (TYPICAL) L ME SHEET TITLE - PROPOSED DRAIN LINE TO NANDINA\- -- - 5 GAL. 10 DAYLIGHT AT EXISTING SWALE. �- -? "GULF STREAM" PROVIDE POURED-IN-PLACE �_�� LANDSCAPE PLAN_ CONCRETE SPLASH BLOCK �- WITH 4" CURB SOUTH � GAZANIA WHITE GAZANIA FLATS 12" O.C. �O 0 lo) no O no �� no O / (GREY TRAILING) (WHITE) EXISTING FENCE TO REMAIN 5 GAL. 14 p CISTUS - ROJECTS\cingular\03046cd\03046cL3.DWG "SUNSET" s� 3' O.C. g z PROPERTY LINE V �\ APPROX. LANDSCAPE PLAN SOUTH IN SCALE:919'.1'-0' DISTICTI S - 5 GAL. 12 OO BUCCINATORIA L - 3 H CITY OF ENCINITAS IRRIGATION STANDARDS ` Bf% T 1. LANDSCAPE CONCTRACTOR TO PROVIDE 24 HOUR PRESSURE RECORDING INFORMATION AND THE DATE OF RECORDING PRIOR TO FINAL CITY LANDSCAPE INSPECTION. 2. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE CRITERIA AND STANDARDS OF THE CITY OF ENCINITAS ARCHITECTURE C: P L A N N I N G LANDSCAPE ORDINANCE AND THE CITY OF ENCINITAS LAND DEVELOPMENT MANUAL LANDSCAPE STANDARDS. WILLIAM M. BOOTH. ARCHITECT ROBERT J. SUAREZ. ARCHITECT 3. THE CONTRACTOR IS TO COORDINATE AN ON-SITE FIELD INSPECTION WITH THE CITY P.O.BOX 4657. CARLSBAD. CA. 94078 (76 0) 434-8474 OF INSTALLATION ENCI PARKS DEPARTMENT TO REVIEW IRRIGATION SYSTEM PRIOR TO Illy' q�Il / LANDSCAPE NOTE j/ CONTRACTOR IS TO REPAIR LANDSCAPE AND IRRIGATION SYSTEMS DAMAGED DURING COURSE OF CONSTRUCTION. SYSTEM MODIFICATION INCLUDES / RE-ROUTING IRRIGATION LINES AND RELOCATE IRRIGATION HEADS TO PROVIDE PROPER COVERAGE. ALL WORK SHALL BE COORDINATED WITH CINGULAR / WIRELESS CONSTRUCTION MANAGER AND THE CITY OF ENCINITAS PARKS DEPARTMENT. MATCH EXISTING IRRIGATION HEADS AND LINES IN-KIND WHERE REQUIRED' PREPARED FOR EXISTING CONCRETE SIDEWALK i IRRIGATION NOTE: cingular sm IRRIGATION SYSTEM FOR NEW LANDSCAPING WILL BE CONNECTED TO THE EXISTING IRRIGATION / f OF ENCINITAS IPARKSDEP DEPARTMENT BY THE CITY WIRELESS 1 6160 CORNERSTONE CT., SUITE 150 ! / SAN DIEGO, CA 92121 EXISTING 1" SCH. 40 PVC MAINLINE PROPOSED CONCRETE / (VERIFY) LANDING / APPROVALS PROPOSED CATCH BASIN & 4" PVC DRAINAGE PIPE • / �A / ` % R.F. DATE ZONING DATE CONSTRUCTION DATE SITE ACQUISITION DATE PROPOSED 10' x 20' PARK SHELTER OWNER APPROVAL DATE -- / PROJECT NAME / CARDIFF SPORTS PARK i ; / `' j,ji�j�j� PROJECT NUMBER SD-91201 I PROPOSED SCREENING SHRUBS TO BE FIELD _ ---� - % 7 �l LOCATED BY CINGULAR WIRELESS AND CITY OF - �� — i ENCINITAS PARKS DEPARTMENT CONSTRUCION 1 661 LAKE DRIVE 1 j • ' �" i / y i ,' `� MANAGERS ENCINITAS, CA 92024 5 DIEGO A I ; EXISTING LINES STING CONTOUR L AT 6" INTERVALS DRAWING DATES - - 1 % '�/ r� '/ / / j 02/04/04 PRELIM CD REVIEW (JAB) � j/ j _ 03/05/04 FINAL CD REVIEW "(rew) / i i / W (rew) W (rew) 05�702�04 REVISED FINALE CID REVIEW A06/24/04 PLANCHECK CORRECTIONS (kar) i ! `- i"/ /�� ;/ %� / ` / / i� EXISTING 36" WIDE DIRT EXISTING' TREES TO R MA K \ % i' / i DRAINAGE SWALE S RE E 1 ' / ' PROPOSED DRAIN LINE TO — --� DAYLIGHT AT EXISTING SWALE. PROVIDE POURED-IN-PLACE j / _ SHEET TITLE CONCRETE SPLASH BLOCK IRRIGATION PLAN WITH 4' CURB SOUTH 0 0 �/ o 0 @° @° � n °O _ _ o ° EXISTING FENCE TO REMAIN v z PROPERTY LINE PROJECTS\cingular\03046cd\03046cL4.DWG IRRIGATION PLAN SOUTH N I L =4 — =° 4 B TH UA1��Z ARCHITECTURE :: PLAn[IING WILLIAM M. BOOTH. ARCHITECT ROBERT J. SUAREZ. ARCHITECT P.O. BOX 4651. CARLSBAD, CA. 92018 (760) 434-8474 AIR II 5 �� III Roes 841-05 �r NO DETAIL THIS PLAN NO DETAIL THIS PLAN NO DETAIL THIS PLAN PREPARED FOR X cinig ularsm WIRELESS 6160 CORNERSTONE CT., SUITE 150 SAN DIEGO, CA 92121 1 2 3 mm APPROVALS R.F. DATE ZONING DATE CONSTRUCTION DATE SITE ACQUISITION DATE O OWNER APPROVAL i DATE �� oo � PROJECT NAME 0 ��o o CARDIFF NO NO DETAIL THIS PLAN NO DETAIL THIS PLAN NO DETAIL THIS PLAN 1 � O �� SPORTS PARK o _ 0 �� PROJECT NUMBER oo SD-912-01 0 (�0 1661 LAKE DRIVE U TIE AILED ENCINITAS, CA 92024 FLEXIBLE VINYL TREE TO STAKE TIES—NAIL TO TREE SAN DIEGO STAKES (4 REQUIRED) LOD EPOLE PINE STAKES (2) x ■■ 10'- 0" LONG, BURY 3'-0" ■■ 00 MINIMUM PLUMB, DRAWING DATES 4 5 V CEN ERUIIN PIT 02/04/04 PRELIM CD REVIEW (JAB) 03/05/04 FINAL CD REVIEW (rew) FINISHED GRADE AT 05/05/04 REVISED CD REVIEW (rew) SLOPE WHERE ROOT CROWN 2" ABOVE 05/12/04 REVISED FINAL CD REVIEW (rew) APPLICABLE FINISH GRADE 06/24/04JPLANCHECK CORRECTIONS (kar) Ila TEMPORARY WATERING / 8/16/04 PLANCHECK CORRECTIONS (JAB) 2" EPTH OF MULCH, BASIN AND 4" HIGH BERM OMI IN TURF AREAS (OMIT IN TURF AREAS) FINISH GRADE ■■ 2" DEPTH OF MULCH, -II III III : ;,;. ;;:= IIIII III- PLANT PIT SCARIFY II III—It.,.I. JII Ilk OMIT IN TURF AREAS SIDES AND BOTTOM � J SHEET TITLE o Q i � : ca- 11-- III III—IT' m I ', II•• ; ; III—Ilf 4" HIGH BERM (OMIT IN IN TURF AREAS) o PLANTING AND I II PLAT TABLETS IRRIGATION DETAILS ROOTBALL OO ROOT BALL SET ON Gam° FIRM NATIVE SOIL ;I ; ; PER SPECIFICATIONS TOP ® 1 " DDO � � FINISH GRADE o =III=III=III=III=ill 0 D m II=III=III=1111111 o BA KFILL MIXTURE PER ABOVE GRADE D 8 iv ° =T—III=III=III=111 g SPECIFICATIONS 0 o Z _ 1=III=111�11�11 0 PUDDLE AND SETTLE 00 � _ � ODDD _�11�11=1i1=1 i l�l i l=n DBE 'L IIIII (IIIII III= nl�ll�ll nl III III ' III=I_II- III 111 �I1=1 I_ m _ —I PLANT TABLETS COMPACTED OR -III III III-11 - NATIVE SOIL 2x CONTAINER (Q U. FOOT OF 3/4" GRAVEL O + 0 ' le .:..,:�.°`-h 't""- DIAMETER AT ASE OF EACH PIPE NO DETAIL THIS PLAN NO DETAIL THIS PLAN PROJECTS\cingula r\03046cd\03046cL5.DWG NOTE: 2x CONTAINER 1. REMOVE WATERING BASIN PRIOR TO END ON MAINTENANCE PERIOD. DIAMETER 2. SLASH ROOT BALL VERTICALLY ON ALL FOUR SIDES (11NCH DEEP) PRIOR TO PLANTING. 3. SINGLE STAKE 5 GALLON TREES / DOUBLE STAKE 15 GALLON AND 24 NCH BOX TREES. L - 5 SCALE f� (� TREE PLANTING SCALE 10 7 PLANTING ON LEVEL GRADE N.T.S. `� N.T.S. PLANTING SPECIFICATIONS BnTII t�- NOTE: THE GENERAL AND SPECIAL CONDITIONS NOTED HEREIN AI��Z ARE AN INTEGRAL PART OF THE LANDSCAPE PLANS AND MUST BE CAREFULLY CONSIDERED IN CONNECTION HEREWITH. I. EXTRAS OR CHANGES: ANY EXTRAS OR CHANGES FROM THE ARCHITECTURE se P L A N N 1 N G CONTRACT ON THE JOB SHALL HAVE THE PRIOR APPROVAL OF 1. PURPOSE OF THE SPECIFICATIONS THE LANDSCAPE ARCHITECT AND MUST BE APPROVED IN H. PLANTING: WILLIAM M. BOOTH, ARCHITECT ROBERT ). SUAREZ. ARCHITECT WRITING BY THE LANDSCAPE ARCHITECT AND OWNER. IT IS THE INTENT OF THESE SPECIFICATIONS THAT: 1. CONTAINER GROWN PLANTS TO BE PLANTED IN PLANT PITS P.O. BOX 4651. CARLSBAD, CA. 92018 (760) 434-6474 J. INCREASED COSTS: IF THE EXTRA OR CHANGE IS TO BE (2) TIMES WIDER THAN PLANT CONTAINER AND A DEPTH OF (gyp A. THE WORK OF CONSTRUCTING AND INSTALLING THE DONE AT AN INCREASED COST OVER AND ABOVE THE (1-1/2) TIMES THE HEIGHT OF PLANT CONTAINER. U.O.N. PLANT LANDSCAPING BE ACHIEVED IN AN EFFICIENT AND CONTRACT FEE, THE OWNER SHALL SIGN THE CONTRACTOR'S CROWN TO BE SLIGHTLY HIGHER THAN ITS NATURAL GROWING SATISFACTORY MANNER ACCORDING TO THE HIGHEST WRITTEN REQUEST FOR SUCH ADDITIONAL FUNDS FOR EXTRA HEIGHT AFTER SETTLEMENT. WORKMANLIKE STANDARDS. WORK PRIOR TO ACTUALLY DOING THIS WORK. 2. PRUNE PLANTS AS DIRECTED BY LANDSCAPE ARCHITECT. B. THAT THE FINISHED INSTALLATION SHALL BE COMPLETE IN K. SITE CONDITION: THE CONTRACTOR, IN THE COURSE OF HIS EVERY RESPECT TO THE SATISFACTION OF THE OWNER. WORK, IS TO KEEP THE SITE IN A NEAT AND TIDY CONDITION AS 3. ALL PLANTS SHALL BE WATERED IMMEDIATELY, BEFORE ACCORDINGLY, THE REQUIREMENTS OF THESE SPECIFICATIONS MUCH AS IS PRACTICAL SO AS NOT TO DISTURB THE NORMAL BACKFILLING PLANTING PITS. ARE A PART OF THE LANDSCAPE CONTRACT. USAGE OF THE SURROUNDING AREAS BY THE OWNER OR BY 00 II. SCOPE OF WORK OTHERS. 4. ALL AREAS RECEIVING PLANTS AND/OR HYDROSEEDING SHALL BE MOIST TO A DEPTH OF 6" AT TIME OF PLANTING. A. WORK: THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL L. SITE CLEARANCE: UPON COMPLETION OF THE WORK, THE 5. USE AGRIFORM, 20-10-5; 21 GRAM TABLETS PER PREPARED FOR CONTRACTOR SHALL PROPERLY CLEAN AND TIDY WORK AND CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, THE SURROUNDING AREAS USED BY HIM AND REMOVE ANY OR MANUFACTURER'S SPECIFICATIONS, WITH ALL SHRUBS AND PERMITS, APPLIANCES, TAXES AND ALL OTHER COSTS, ALL EXCESS MATERIALS, DIRT, DEBRIS FROM THE SITE, OR TO TREES. 1 PER LINER OR 1 GALLON, 2 PER 5 GALLON, 3 PER 15 FORESEEABLE AND UNFORESEEABLE AT THE TIME OF DISPOSE OF SAME AS DIRECTED BY THE LANDSCAPE GALLON AND 4 PER FOOT OF BOX WIDTH. CONTRACTING, NECESSARY AND APPROPRIATE FOR THE ■ ARCHITECT INSTALLATION THE LANDSCAPING HEREIN SPECIFIED AND . SHOWN ON THE E 6. PROVIDE (1) "AGRIFORM" 20-10-5 FERTILIZER TABLET WITH $m ACCOMPANYING DRAWINGS DATED: M. OWNER'S MATERIALS: DURING THE COURSE OF THE WORK, ANY MATERIALS, EQUIPMENT AND SERVICES MAY BE PROVIDED EACH FLATTED PLANT — 5 GRAM SIZE. x c i n u I a r B. DEVIATIONS: NO DEVIATION FROM THESE SPECIFICATIONS, OR BY THE OWNER AND USED BY THE CONTRACTOR IN THE JOB; 7. PLANT ALL PLANTS 5' MINIMUM FROM IRRIGATION HEADS FROM THE AGREEMENT, OR FROM THE GENERAL CONDITIONS IS FOR SUCH MATERIALS, EQUIPMENT AND SERVICES THE WIRELESS AUTHORIZED AND NO SUCH DEVIATION SHALL BE MADE, UNLESS CONTRACTOR IS TO GIVE CREDIT TO THE OWNER AT THE (SLOPES ONLY). THE WRITTEN AUTHORIZATION THEREFORE, SIGNED BY THE OWNER STANDARD CURRENT RATE FOR SUCH ITEMS. SUCH CREDIT, IF 8. SCARIFY THE SIDES OF EACH ROOT BALL PRIOR TO OR HIS DULY AUTHORIZED REPRESENTATIVE, HAS BEEN OBTAINED ANY, WILL APPEAR IN THE FINAL BILLING BY THE CONTRACTOR PLANTNG IF CIRCULAR ROOT GROWTH IS EVIDENT. IN ADVANCE. TO THE OWNER. 6160 CORNERSTONE CT., SUITE 150 N. PLANS AND SPECIFICATIONS: ALL LANDSCAPING INCLUDING 9. PLANT QUANTITIES ON THE PLANT LIST ARE FOR THE SAN DIEGO, CA 92121 Ill. GENERAL CONDITIONS PLANTS, GROUNDCOVERS, SOIL ADDITIVES, AND OTHER CONTRACTOR'S CONVENIENCE AND NOT GUARANTEED TO BE MISCELLANEOUS LANDSCAPE ITEMS SHALL BE PROVIDED AND ACCURATE. A. INTERPRETATION OF PLANS AND SPECIFICATIONS: INSTALLED IN STRICT ACCORDANCE WITH PLANS AND SPECIFICATIONS PREPARED BY OWNER DATED: 10. PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES 1 . THE LANDSCAPE ARCHITECT WILL INTERPRET THE MEANING SPECIFIED. OF ANY PART OF THE PLANS AND SPECIFICATIONS ABOUT 0. CHANGES: THE OWNER SHALL HAVE THE RIGHT TO MAKE an WHICH ANY MISUNDERSTANDING MAY ARISE, AND HIS DECISION MINOR CHANGES IN THE LANDSCAPE DESIGN AND INSTALLATION WILL BE FINAL. TO INSURE PRACTICALITY OF DESIGN AND FOR AESTHETIC I. FIELD REPRESENTATIVE: ALL WORK SHALL BE AS DIRECTED APPROVALS 2. SHOULD THERE APPEAR TO BE AN ERROR OR DISCREPANCY REASONS, AT NO ADDITIONAL COST. BY OWNER'S FIELD REPRESENTATIVE WHO SHALL BE APPOINTED IN OR BETWEEN THE PLANS, SPECIFICATIONS, AND PLANTING PRIOR TO THE COMMENCEMENT OF THE WORK. LISTS, THE CONTRACTOR SHALL REFER THE MATTER TO THE IV. SPECIAL CONDITIONS LANDSCAPE ARCHITECT FOR ADJUSTMENT BEFORE PROCEEDING J. MAINTENANCE: R.F. DATE WITH THE WORK. SHOULD THE CONTRACTOR PROCEED WITH THE A. GRADING: GRADE ALL AREAS BY FILLING AND/OR WORK WITHOUT OS REFERRING THE MATTER, HE DOES SO ON HIS REMOVING SURPLUS SOIL AS NEEDED TO ENSURE PROPER 1. MAINTENANCE PERIOD SHALL NOT BEGIN UNTIL ENTIRE RESPONSIBILITY. GRADES AND DRAINAGE AS INDICATED ON THE PLANS. UNLESS INSTALLATION IS ACCEPTED BY THE OWNER. ZONING DATE B. QUALITY OF WORK: THE LANDSCAPE ARCHITECT SHALL BE OTHERWISE NOTED, FINISH GRADES SHALL BE BELOW NOTIFIED AT LEAST T T DAYS PRIOR TO WORK HARDSCAPE AS FOLLOWS: 2' FOR GROUND COVER AREAS, 1" 2. MAINTENANCE SHALL BE FOR A PERIOD OF 90 DAYS. COMMENCEMENT, BY THE CONTRACTOR AND PRIOR TO FOR LAWN AREAS. CONSTRUCTION DATE INSPECTION VISITS BY THE LANDSCAPE ARCHITECT. ALL WORK B. MOISTURE CONTENT: THE SOIL SHALL NOT BE WORKED WHEN 3. ALL SHALL BE DONE IN A GOOD WORKMANLIKE MANNER IN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION FOLLOWWING ING DURATIONS BEGINNING AT THE FIRST DAY OF THE AND PLANTING SHALL BE GUARANTEED FOR THE MAINTENANCE PERIOD. ACCORDANCE WITH ALL PLANS AND SPECIFICATIONS AND BEST WILL OCCUR, NOR SHALL IT BE SO DRY THAT DUST WILL OCCUR SITE ACQUISITION DATE CONSIDERED PRACTICE, SHALL MEET WITH THE APPROVAL OF AND FORM IN THE AIR OR THAT CLODS WILL NOT BREAK TREES AND SHRUBS — 15 GALLON AND LARGER.......90 DAYS THE LANDSCAPE ARCHITECT AND OWNER, AND SHALL BE IN READILY. WATER SHALL BE APPLIED IF NECESSARY TO SHRUBS 5 GALLON AND SMALLER........................ ............90 DAYS ACCORDANCE WITH THE REQUIREMENTS OF LOCAL BUILDING PROVIDE IDEAL MOISTURE CONTENT FOR TILLING. GROUND COVER............................... ...90 DAYS OWNER APPROVAL DATE CODES AND LAWS, VA AND FHA SPECIFICATIONS (WHEN LAWN.................................................................................................90 DAYS APPLICABLE). ANY DEFECTIVE WORK WILL BE REDONE AT THE C. WEED REMOVAL: WEEDS, PLUS BERMUDA GRASS, ETC., SHALL N CONTRACTOR'S EXPENSE AS DIRECTED BY THE LANDSCAPE BE DUG OUT FROM ALL PLANTING AREAS BY THEIR ROOTS 4. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, ARCHITECT. WHEREVER POSSIBLE AND REMOVED FROM THE SITE. WHERE INCLUDING SODDED AND SEEDED LAWNS AND GROUND COVER, PROJECT NAME NECESSARY TO DISCOURAGE REOCCURRENCE OF THIS SHALL BE REPLACED AT TWO WEEK INTERVALS. 11 C. PERMITS: THE CONTRACTOR WILL BE RESPONSIBLE FOR MATERIAL, THE CONTRACTOR SHALL APPLY ONE OR MORE fNARDIFF OBTAINING ANY AND ALL NECESSARY BUILDING PERMITS FROM TREATMENTS OF A SATISFACTORY CHEMICAL PER 5. FERTILIZE WITH 2 LBS. ACTUAL NITROGEN PER 1,000 SF THE CITY OR OTHER GOVERNMENTAL AUTHORITIES. MANUFACTURER'S DIRECTIONS IN REGARD TO CONCENTRATION, PERFORM LAST FERTILIZATION AT END OF MAINTENANCE PLUS ALLOWANCE OF AN AMPLE PERIOD OF TIME FOR PERIOD IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. SPORTS PARK EFFECTIVE PERFORMANCE PRIOR TO CULTIVATION. THE SITE D. LICENSE REQUIREMENTS: THE CONTRACTOR SHALL CARRY SHALL BE MAINTAINED IN A WEEK AND LITTER FREE CONDITION NECESSARY CONTRACTOR'S CALIFORNIA STATE LICENSE OR DURING THE MAINTENANCE PERIOD. WEEDS SHALL BE REMOVED CERTIFICATE FOR TYPE OF WORK LISTED, SUCH AS THE AT FREQUENCIES ADEQUATE TO PREVENT THE MATURATION OF PROJECT NUMBER LANDSCAPE CONTRACTOR'S LICENSE NO. C-27. WEED SEEDS. D. PLANTS: S®-((��712-01 E. INSURANCE COVERAGE: THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION AND LIABILITY INSURANCE TO 1. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND COVER HIS WORKMEN AND WORK TO FULLY PROTECT THE APPROVAL OR REJECTION BY LANDSCAPE ARCHITECT AT 1661 LAKE DRIVE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE PLACE OF GROWTH AND/OR THE PROJECT SITE AT ANY TIME ENCINITAS, CA 92024 OWNER'S PROPERLY IN THE COURSE OF THE WORK BY THE BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONTRACTOR, AND WILL SHOW THE OWNER SUCH EVIDENCE OF CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SAN DIEGO ABOVE INDICATED INSURANCE COVERAGE. SHALL BE REMOVED FROM THE SITE IMMEDIATELY. F. PROPERTY, ETC., DAMAGE RESPONSIBILITY: 2. CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE 1. THE CONTRACTOR IS TO PROTECT AT ALL TIMES ALL FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, AND DRAWING DATES EXISTING UTILITIES, STRUCTURES, TREES, PLANTS, AND OTHER SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILLING _ FEATURES INTENDED TO REMAIN ON AND ADJACENT TO THE JOB . THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND 02/04/04 PRELIM CD REVIEW (JAB) . SITE, AND TO REPAIR OR REPLACE ANY DAMAGE ITEM IN A 03/05/04 FINAL CD REVIEW (rew) NEAT AND GOOD WORKMANLIKE MANNER DURING AND DUE TO HIS WORK ON THE JOB; AND HE SHALL ASSUME ALL DAMAGE OR E. PROTECTION: MAINTAIN AND PROTECT ALL PLANTS FROM 05/05/04 REVISED CD REVIEW (rew) SUN, DROUGHT, WIND, THEFT, RAIN AND HEAT AT ALL TIMES INJURY THAT MAY RESULT TO ALL SUCH PROPERTY AND/OR TO BEFORE AND DURING PLANTING OPERATION. 05/12/04 REVISED FINAL CD REVIEW (rew) PERSONS WHERE SUCH DAMAGE OR INJURY IS CAUSED IN CONNECTION WITH HIS WORK, OR IS DUE TO HIS NEGLIGENCE OR F. PLANTING REQUIREMENTS FOR TREES AND SHRUBS: PLANT TO HIS LEAVING OPEN OR UNPROTECTED PORTIONS OF STREETS MATERIALS IN QUANTITIES AND SIZES SPECIFIED SHALL, AFTER OR OTHER PROPERTY. GRADING OPERATIONS, BE SPOTTED APPROXIMATELY AS SHOWN 2. SHOULD ANY PART OF THE WORK UNDER THIS CONTRACT BE ON THE LANDSCAPE DRAWINGS AND ARE TO BE APPROVED BY DAMAGED BY OTHER CONTRACTORS, THE CONTRACTOR AND THE LANDSCAPE ARCHITECT BEFORE BEING REMOVED FROM so PARTY CAUSING SUCH DAMAGE SHALL MAKE ADJUSTMENTS CONTAINERS AND EXCAVATING SOIL FOR PLANTING. so BETWEEN THEMSELVES, AND NOT WITH THE OWNER, RELATIVE TO THE REPAIRS OR RECONSTRUCTION AND PAYMENT FOR SAME. G. SOIL PREPARATION: SHEET TITLE G. KNOWLEDGE OF SITE: IT IS ASSUMED THAT THE TIN CONTRACTOR HAS VISITED THE SITE AND FAMILIARIZED PLANTING 1. THE FOLLOWING SHALL BE APPLIED PER SF OF HIMSELF AS TO THE SIDE CONDITIONS; AND SHALL HAVE AREA } PL TILLED INTO THE SOILLS S T TO A DEPTH OF 6" PLANTING VERIFIED ALL DIMENSIONS, AS WELL AS ASCERTAINING THE (EXCLUDING SLOPES N MEANS OF GETTING MATERIAL INTO THE SITE, AND ANY OTHER A. NITROLIZED WOOD SHAVINGS..........3 CU YDS. FACTORS AFFECTING THE WORK. B. 12-8-8 GROPOWER.................................200 CU YDS. SPECIFICATIONS C. AGRICULTURAL GYPSUM......................200 CU YDS. H. SEGREGATION OF COSTS: AT THE TIME OF EXECUTION OF THE CONTRACT, THE CONTRACTOR SHALL FURNISH TO THE 2. BACKFILL FOR ALL SHRUBS AND TREES SHALL CONSIST OF OFFICE OF THE OWNER, FOR PURPOSED OF ACCOUNTING AND THE FOLLOWING MATERIALS PER 10 CU YDS. SCHEDULING, A SEGREGATED COSTS SCHEDULE OR BREAKDOWN A. ONSITE SOIL...............................................6 CU YDS. OF THE CONTRACT PRICE, LISTING THE VARIOUS COMPONENTS B. NITROLIZED WOOD SHAVINGS..........4 CU YDS. SPECIFIED, IN A FORM SATISFACTORY OT THE OWNER. THESE C. 12-8-8— GROPOWER...............................50 CU YDS. SCHEDULES SHALL ALSO BE USED AS A BASIS IN FORMULATING THE PROGRESS PAYMENTS TO BE MADE TO THE CONTRACTOR, 3. SUBMIT ALL RECEIPTS AND RETAIN ALL EMPTY BAGS FOR �e AND THESE COST BREAKDOWNS SHALL BE PART OF THE ALL AMENDMENTS FOR APPROVAL BY LANDSCAPE ARCHITECT. CONTRACT. PROJECTS\cingular\03046cd\03046cL6.DWG { L - 6 IRRIGATION SPECIFICATIONS B TH NOTE: THE GENERAL AND SPECIAL CONDITIONS NOTED HEREIN K. ACCESS TO AND INSPECTION, TESTING AND APPROVAL OF 6. ASBESTOS CEMENT PIPE: U &ARE AN INTEGRAL PART OF THE LANDSCAPE PLANS AND MUST WORK: i.�7 BE CAREFULLY CONSIDERED IN CONNECTION HEREWITH. ALL ASBESTOS CEMENT PIPE SHALL BE AUTOCLAVE CURED 0. TESTING: LL 1. CLOSING IN UNINSPECTED WORK: CONTRACTOR SHALL NOT AND SHALL CONTAIN NOT MORE THAN ONE PERCENT UNCOMBED 1. PURPOSE OF THE SPECIFICATIONS CAUSE OR ALLOW ANY OF HIS WORK TO BE COVERED OR CALCIUM HYDROXIDE SHALL BE IN ACCORDANCE WITH THE t. NO TESTING SHALL TAKE PLACE, NOR SHALL ANY WATER ARCHITECTURE lm so P L A N N I N G ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED APPENDIX TO THE AMERICAN WATER WORKS ASSOCIATION IT IS THE INTENT OF THESE SPECIFICATIONS THAT: BY THE OWNER. SHOULD ANY OF HIS WORK BE ENCLOSED OR STANDARD. BE ALLOWED INTO ANY SYSTEM, BEFORE THE SOLVENT WILLIAM n BOOTH.ARCHITECT ROBERT J. SUAREZ. ARCHITECT COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSE A. THE WORK OF ASSEMBLING AND INSTALLING THE SPRINKLER THE WORK AT HIS OWN EXPENSE IN ORDER TO AFFORD THE 7. ALL SPRINKLER HEADS: ALL SPRINKLER HEADS SHALL BE P.O. BOX 4651. CARLSBAD. CA. 92018 (760) 434-8474 SYSTEMS WILL BE ACHIEVED IN AN EFFICIENT AND NECESSARY INSPECTION BY THE OWNER. OF TYPE AND MODEL AS INDICATED IN THE LEGEND AND 2. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE SATISFACTORY MANNER ACCORDING THE TO THE HIGHEST SHALL BE INSTALLED AS INDICATED ON DETAILED DRAWINGS. OR 125 LBS. PER SQ. IN. AND TEST ALL NON-PRESSURE, INES WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER 2. REINSPECTION OR TESTING OF WORK UNAPPROVED OF WORK UNDER EXISTING STATIC PRESSURE TO PROVE BOTH WATER INSTALLATION AND OPERATION. FAILING INITIAL TESTING OR INSPECTION: WORK WHICH FAILS 8. GATE VALVES: GATE VALVES 2" IN SIZE AND SMALLER TIGHT. INITIAL INSPECTION OR TESTING SHALL BE REINSPECTED OR SHALL BE SCREWED, 150 LBS. W.O.G., WITH HAND WHEEL FOR B. THAT THE FINISHED SYSTEMS SHALL BE COMPLETE IN EVERY RETESTED. CONTRACTOR WILL PAY FOR ANY ADDITIONAL TRIPS. OPERATION. EACH GATE VALVE SHALL BE HOUSED IN A BOX 3. SUSTAIN PRESSURES IN LINES FOR NOT LESS THAN FOUR RESPECT TO THE SATISFACTION OF THE OWNER. ACCORDINGLY, FOR REINSPECTION OR RETESTING AT THE RATE OF $75 PER HOUR AS NOTED ON PLANS. SEE LEGEND FOR TYPE AND MODEL. HOURS. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT THE REQUIREMENTS OF THESE SPECIFICATIONS ARE A PART OF OF THE OWNER'S (OR HIS AUTHORIZED REPRESENTATIVE'S) TIME ON 9. REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER TEST UNTIL ENTIRE SYSTEM IS PROVEN WATER TIGHT, THE SPRINKLER SYSTEM CONTRACT. THE JOB, PLUS EXPENSES. AMOUNTS OWNED BY CONTRACTOR SHALL BE PER MODEL AND TYPE AS INDICATED ON THE 4. TESTS SHALL BE OBSERVED AND APPROVED BY ■■ HEREUNDER MAY BE DEDUCTED BY THE OWNER FROM THE ■■ PROGRESS PAYMENTS DUE THE CONTRACTOR NEXT FOLLOWING DRAWINGS. VALVES SHALL BE WIRED TO CONTROLLER IN ARCHITECT PRIOR TO BACKFILL. I1. SCOPE OF WORK THE DATE OF FAILURE OF INSPECTION OR TESTING BASED UPON SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS. THE OWNER'S REASONABLE ESTIMATE OF THE TIME REQUIRED FOR 5. UPON COMPLETION OF EACH PHASE OF WORK, ENTIRE PREPARED FOR A. WORK: THE WORK INCLUDED IN THESE SPECIFICATIONS REINSPECTION OR RETESTING. 10. ALL DIRECT BURIAL CONTROL WIRE SHALL BE 60OV, SYSTEM SHALL BE TESTED AND ADJUSTED TO MEET SITE SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, SINGLE CONDUCTOR SOLID COPPER, U.F., U.L. APPROVED. 14 REQUIREMENTS. MATERIALS, PERMITS, APPLIANCES, TAXES AND ALL OTHER L_ SUPERINTENDENT - SUPERVISION: THE CONTRACTOR SHALL GA. MINIMUM PILOT WIRE, PER VALVE MANUFACTURER'S COSTS, FORESEEABLE AND UNFORESEEABLE AT THE TIME OF KEEP ON HIS WORK, DURING ITS PROGRESS, A COMPETENT RECOMMENDATIONS, 12 GA. MINIMUM FOR COMMON GROUND 6. THE ABOVE TESTING SHALL BE COMPLETED AND CONTRACTING, NECESSARY AND APPROPRIATE FOR THE SUPERINTENDENT AND ANY NECESSARY ASSISTANTS, ALL SATISFACTORY RETURN WIRE. APPROVED PRIOR TO PLANTING OF ALL PLANTS EXCEPT INSTALLATION OF THE LANDSCAPING AS HEREIN SPECIFIED AND TO THE OWNER. THE SUPERINTENDENT SHALL REPRESENT THE E. SITE CONDITIONS: SPECIMEN TREES. � ' �sM SHOWN ON THE ACCOMPANYING DRAWINGS DATED: CONTRACTOR IN HIS ABSENCE AND ALL DIRECTION GIVEN HIM SHALL BE 1. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING 7. HEADS IN PLANTING AREAS SHALL BE ADJUSTED FOR AS BINDING AS IF GIVEN TO THE CONTRACTOR. HE SHALL BE FAMILIAR COVERAGE AND HEIGHT AS DIRECTED BY THE LANDSCAPE B. DEVIATIONS: NO DEVIATION FROM THESE SPECIFICATIONS, WITH ALL CONTRACT DOCUMENTS, PLANS SPECIFICATIONS AND DETAILS NEAR EXISTING UTILITIES SHOWN ON DRAWINGS. CONTRACTOR ARCHITECT. WIRELESS OR FROM THE AGREEMENT, OR FROM THE GENERAL CONDITIONS AND SHALL HAVE A COMPLETE SET OF PLANS ON THE JOB AT ALL TIMES. SHALL BE E RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH IS AUTHORIZED AND NO SUCH DEVIATION SHALL BE MADE, ARE CAUSED BY HIS OPERATIONS OR NEGLECT. INSPECTION OF WORK: INSTALLATION AND OPERATIONS MUST P. UNLESS THE WRITTEN AUTHORIZATION THEREFORE, SIGNED BY THE OWNER OR HIS DULY AUTHORIZED REPRESENTATIVE, HAS 2. COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, BE APPROVED BY ARCHITECT AS SPECIFIED UNDER GENERAL 6160 CORNERSTONE CT., SUITE 150 BEEN OBTAINED IN ADVANCE. INCLUDING PIPE, SO THERE SHALL BE NO INTERFERENCE CONDITIONS. FINAL INSPECTION WILL BE MADE AT THE IV. SPECIAL CONDITIONS EXISTING WHICH WOULD HINDER PLANTING, INSTALLATION OF CONCLUSION OF THE LANDSCAPE MAINTENANCE PERIOD. SAN DIEGO, CA 92121 A. IRRIGATION SYSTEM: UTILITIES AND OTHER CONSTRUCTION. Q. COVERAGE TEST: WHEN THE SPRINKLER SYSTEM IS fit. GENERAL CONDITIONS F. PHYSICAL LAYOUT: COMPLETED THE CONTRACTOR SHALL PERFORM A COVERAGE A. EXECUTION, CORRELATION AND INTENT OF DOCUMENTS: THE 1. THE IRRIGATION SYSTEMS SHALL INCLUDE ALL MATERIALS AND TEST IN THE PRESENCE OF THE OWNER TO DETERMINE IF THE CONTRACTOR SHALL. ABIDE BY, AND COMPLY WITH, THE TRUE THEIR INSTALLATION IN ACCORDANCE WITH PLANS AND 1. PRIOR TO INSTALLATION, CONTRACTOR SHALL STAKE OUT COVERAGE IS COMPLETE AND ADEQUATE. THE CONTRACTOR SPECIFICATIONS SPECIFICATIONS PREPARED BY THE OWNER. ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATIONS OF SHALL BE RESPONSIBLE TO CORRECT INADEQUACIES OF :a INTENT AND MEANING OF THE DRAWINGS AND COVERAGE ONLY WHERE DRAWING AND DIRECTION BY OWNER TAKEN AS A WHOLE AND SHALL NOT AVAIL HIMSELF IC DETRIMENT OF THE WORK H ANY MANIFEST ERROR TO THE 2. ALL PRESSURE LINES, NON-PRESSURE LINES, VALVES AND SPRINKLER HEADS. HAVE NOT BEEN FOLLOWED. MISCELLANEOUS SPRINKLER HEADS SHALL BE MANUFACTURED, 2. ALL LAYOUTS SHALL BE APPROVED BY ARCHITECT PRIOR APPROVALS OMISSION SHOULD ANY EXIST. FIGURES, DIMENSIONS ON THE SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE R. ADJUSTING OF SYSTEM: DRAWINGS SHALL TAKE PRECEDENCE OVER MEASUREMENTS BY SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED IRRIGATION TO INSTALLATION. SCALE, AND DETAILED DRAWINGS FURNISHED SHALL TAKE PLANS AND SPECIFICATIONS. 3. ALL SPRINKLER HEADS SHALL BE SET AT A FINISH HEIGHT 1. ADJUST VALVES, AND ALIGNMENT AND COVERAGE OF AL PRECEDENCE OVER GENERAL DRAWINGS SO FURNISHED. SPRINKLER HEADS. R.F. DATE TO ACCOMMODATE AND CONSIDER GROWTH OF ADJACENT 3.. SUBSTITUTION OF MATERIALS: SIZES OR MANUFACTURERS WILL PLANT MATERIALS. HEADS SHALL NOT BE LOCATED BEHIND B. SURVEYS, PERMITS AND REGULATIONS: THE OWNER SHALL NOT BE ALLOWED UNLESS THE OWNER AND CITY MANAGER AGREE ANY PLANT MATERIAL SO THAT FUTURE GROWTH WOULD IMPAIR 2. IF IF IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATI N FURNISH ALL SURVEYS ;UNLESS OTHERWISE SPECIFIED. PERMITS TO ANY PROPOSED CHANGES IN WRITING. THE EFFECTIVENESS OF THAT HEAD. THE OWNER'S EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE ZONING DATE AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK REPRESENTATIVE SHALL BE NOTIFIED OF ALL CONFLICTS COVERAGE, CONTRACTOR SHALL MAKE ALL NECESSARY INCLUDING, BUT NOT LIMITED TO, BUILDING PERMITS FROM THE B. CLEAN-UP BEFORE INSTALLATION. ADJUSTMENTS PRIOR TO FINALIZING PROJECT. CITY OR COUNTY BUILDING DEPARTMENT AUTHORIZED TO PERMIT CONSTRUCTION DATE THE WORK, SHALL BE SECURED AND PAID FOR THE BY 1. KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, G. WATER SUPPLY: 3. ALL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTION OF CONTRACTOR. MATERIALS AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. THE OWNER. C. DRAWINGS AND VERIFICATION OF DIMENSIONS: 1. CONNECT SPRINKLER IRRIGATION SYSTEM TO OUTLETS AS S. GUARANTEE SITE ACQUISITION DATE 2. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL INDICATED ON DRAWINGS. 1. ALL IRRIGATION SHALL BE IN ACCORDANCE WITH PLANS AND REMOVE HIS MATERIAL, EQUIPMENT AND WASTE TO THE 1. THE WORK INCLUDED ON THESE PLANS SHALL BE SPECIFICATIONS. SATISFACTION OF THE OWNER. 2. CONNECTION SHALL BE MADE AT APPROXIMATE LOCATIONS GUARANTEED AGAINST ALL DEFECTS AND MALFUNCTION OF OWNER APPROVAL DATE SHOWN ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE 2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL MINOR CHANGES CAUSED BY ACTUAL SITE CONDITION. ;YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE DIMENSIONS INDICATED ON THE PLOT PLAN. THE CONTRACTOR C. RESPONSIBILITY OWNER. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SHALL ACKNOWLEDGE THAT HE HAS VERIFIED ALL DIMENSIONS 3. WATER SUPPLY SHALL BE CLEAN, FREE OF SUSPENDED SPECIFIED ABOVE, ALL NECESSARY REPAIRS AND/OR PROJECT NAME AND SHALL INDICATE ALL DISCREPANCIES IN PLOT PLAN, IF 1. PROTECT WORK OF THIS SECTION AND WORK OF OTHERS AT PARTICLES, ALGAE, OR CHEMICALS THAT MAY FORM INSOLUBLE REPLACEMENTS SHALL BE MADE BY THE CONTRACTOR, IN ANY. ANY INDICATED DISCREPANCIES WILL BE CHECKED ALL TIMES IN PERFORMANCE OF WORK OF THIS SECTION. PRECIPITATES IN THE EQUIPMENT OR MAY BE DETRIMENTAL TO AN EXPEDIENT MANNER, AT NO ADDITIONAL COST TO THE CARDIFF IMMEDIATELY BY THE OWNER BY FIELD MEASUREMENTS AND IF PLANTINGS. OWNER. THE OWNER RETAINS THE RIGHT TO MAKE ANY DISCREPANCY FOUND, THE OWNER WILL AUTHORIZE, IN 2. PROTECT ALL MATERIALS FROM THEFT, ALL CONTROLLERS EMERGENCY REPAIRS WITHOUT RELIEVING THE WRITING, ALL NECESSARY ADDITIONS OR DELETIONS, IF ANY. FROM WEATHER, UNTIL END OF MAINTENANCE PERIOD. H. ASSEMBLIES: CONTRACTOR'S GUARANTEE OBLIGATIONS. SPORTS PARK 3. IF THE CONTRACTOR SHOULD FAIL TO NOTIFY THE OWNER, HE 3. CAREFULLY NOTE ALL ESTABLISHED GRADES BEFORE 1. ROUTING OF PRESSURE SUPPLY LINES AND LATERALS, AS 2. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO SHALL IN ALL EVENTS, SUPPLY ALL ITEMS INDICATED BY THE COMMENCING WORK. RESTORE ANY ESTABLISHED GRADE INDICATED ON DRAWINGS, IS DIAGRAMMATIC. INSTALL LINES THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS PLOT PLAN WITHOUT RIGHT TO COMPENSATION FOR ANY CHANGED DURING COURSE OF THIS WORK TO ORIGINAL CONTOURS. AND VARIOUS ASSEMBLIES IN SUCH A MANNER AS TO GUARANTEE WITHIN A PERIOD OF 48 HOURS, THE OWNER PROJECT NUMBER NECESSARY ADDITIONS. CONFORM WITH PLANS AND DETAILS. MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY T (� D. MATERIALS THE FULL EXPENSE OF THE CONTRACTOR. SD-912-01 D. SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES 2. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN AND VACUUM BREAKERS SHALL BE AS INDICATED ON THE 1. GENERAL: MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO ACCORDANCE WITH RESPECTIVE DETAIL. IN ABSENCE OF 3. ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY THE FOLLOWING ITEMS: ALL PRESSURE SUPPLY LINES, NON LINES, DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO DRAWINGS WITH CONSIDERATION BEING GIVEN TO PREVAILING VARIOUS TYPES OF VALVES, CONTROLLERS, BACK PREVENTION SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PERFORM OCCUR DURING THE GUARANTEE PERIOD SHAH BE 16N LAKE DRIVE WIND CONDITIONS. PLANS ARE DIAGRAMMATIC AND REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL NAL COST APPROXIMATE. ALL VALVES AND BACKFLOW DEVICES SHALL UNITS, HOSE BIBS, AND ALL TYPES OF SPRINKLER HEADS. ALL SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE ENCII TAS, CA 92024 MATERIALS AND EQUIPMENT SHALL BE NEW OF DOMESTIC WITH PRIOR APPROVAL OF OWNER TO THE OWNER, INCLUDING A COMPLETE RESTORATION AL BE LOCATED IN PLANTING AREAS (LOCATE IN SHRUB AREAS . DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS O WHEN POSSIBLE). ALL PIPING SHALL BE LOCATED ALONG MANUFACTURE AND CONFORM TO PERFORMANCE STANDARDS ANY KIND. SAN DIEGO EDGES OF PLANTING AREAS EXCEPT WHERE INFEASABLE TO DO. AND/OR DATE HEREIN, AND AS SHOWN IN LEGEND ON DRAWINGS, I. LINE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM OF INSTALLED IN STRICT ACCORDANCE WITH CONSTRUCTION DETAILS. SIX (6) INCHES CLEARANCE FROM EACH OTHER AND FROM 4. THE CONTRACTOR SHALL INSTRUCT THE OWNER'S ® E CHANGES: THE OWNER AND CONTRACTOR HEREBY AGREE REFER TO DRAWINGS LINES PIPE LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE REPRESENTATIVE AND FUTURE MAINTENANCE PERSONNEL I THAT THE OWNER OR HIS REPRESENTATIVE SHALL HAVE THE 2, ( )• INSTALLED DIRECTLY OVER ONE ANOTHER. THE OPERATION OF ALL SYSTEMS. DRAWING DATES RIGHT TO MAKE MINOR CHANGES TO THE IRRIGATION SYSTEMS AND THEIR LOCATIONS WITHOUT ADDITIONAL COST TO THE 3. PIPE: EXTRUDED FROM 74&IRGIN POLYVINYL CHLORIDE J. TRENCHING: DIG TRENCHES STRAIGHT AND SUPPORT PIPE 5. THE CONTRACTOR SHALL FURNISH THE OWNER WITH THE OWNER. PVC, TYPE 1, GRADE 11, CLASS 1120 MATERIAL. CONTINUOUSLY ON BOTTOM OF DITCH. LAY PIPE TO AN EVEN FOLLOWING MATERIALS UPON COMPLETION OF THE WORK: 02/04/04 PRELIM CD REVIEW (JAB) F. EXISTING CONDITIONS: PRIOR TO SUBMISSION OF HIS BID, GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT 03/05/04 FINAL CD REVIEW (rew) CONTRACTOR SHALL EXAMINE THE SITE AND SATISFY HIMSELF ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY INDICATED ON DRAWINGS AND DETAILS. DEPTH OF PIPE PER 1-MANUAL VALVE KEY PER EACH ANGLE CONTROL VALVE. 05/05/04 REVISED CD REVIEW (rew) MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S PLANS, 05/12/04 REVISED FINAL CD REVIEW (rew) AS TO THE CONDITIONS THEREOF. NAME, NOMINAL PIPE SIZE, PVC 1120 AND PRESSURE RATING IN P.S.I. 2-CONTROLLER KEYS PER EACH CONTROLLER. K. TRENCH WIDTH: TRENCHES FOR IRRIGATION PRESSURE G. SITE CONFERENCE: PRIOR TO COMMENCING WORK ON THE LINES SHALL BE EXCAVATED WIDE ENOUGH TO ALLOW A 1-SET OF "AS-BUILT" DRAWINGS SHALL INCLUDE LOCATIO S PROJECT, THE CONTRACTOR SHALL ARRANGE AN ON SITE MANUFACTURER SHALL MARK DATE OF EXTRUSION ON PIPE. MINIMUM OF FOUR INCHES BETWEEN PARALLEL PIPE LINES AND OF ALL MAINS, VALVES, SOURCE OF ELECTRICAL POWER CONFERENCE WITH THE OWNER, AND AT THIS TIME, THE DATING TO BE PERFORMED IN CONJUNCTION WITH RECORDS HELD EIGHT INCHES FROM LINES OF OTHER TRADES. LINES SHALL FOR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, AND CONTRACTOR SHALL LAYOUT THE SYSTEM FOR APPROVAL. BY MANUFACTURER COVERING QUALITY CONTROL TESTS, RAW NOT BE INSTALLED PARALLEL AND DIRECTLY OVER ONE BELOW GRADE HEADS HAVING A RADIUS OF 30'-0"+. MATERIAL BATCH NUMBER, AND OTHER INFORMATION DEEMED ANOTHER. MAINTAIN THREE INCHES VERTICAL CLEARANCE LOCATE BY DIMENSIONING FROM TWO (2) FIXED POINTS, QN H. CODES: ALL WORKMANSHIP AND MATERIALS SHALL NECESSARY BY MANUFACTURER. BETWEEN CROSSING IRRIGATION LINES: MINIMUM TRANSVERSE REPRODUCIBLE MATERIAL. �B CONFORM TO LOCAL BUILDING AND PLUMBING CODES HAVING ANGLE IS 45 DEGREES. JURISDICTION. ALL SOLVENT SHALL BE AS RECOMMENDED BY THE 1-PLASTIC SEALED DIAGRAMMATIC PLAN OF SYSTEM MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO L. SLEEVING: IDENTIFYING STATION NUMBERS AND AREA THEY WATER. SHEET TITLE I. QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT SOLVENT FROM CANS WHICH HAVE BEEN OPENED OVERNIGHT. GUARANTEED AND ARE FOR CONTRACTOR'S CONVENIENCE 1. ALL PIPE AND WIRE UNDER VEHICULAR PAVING SHALL BE MOUNT A PLAN INSIDE EACH CONTROLLER. ONLY. INSTALLED LEAST TWICE THE DIAMETER OFETHE PIPE REWIREALL 4- QUICK COUPLER KEYS AND HOSE SWIVELS IRRIGATION J. PROTECTION OF WORK AND PROPERTY: THE CONTRACTOR 4. FITTINGS: BUNDLES TO BE ENCLOSED, WITH A MINIMUM OF TWO INCH SIZE. SHALL BE LIABLE FOR AND SHALL TAKE THE FOLLOWING 4-VALVE BOX LID KEYS SPECIFICATIONS ACTIONS, AS THEY MAY BE REQUIRED, WITH REGARD TO PLASTIC FITTING: PVC, TYPE 1, IPS SCHEDULE 40, NSJ APPROVED 2. SLEEVING SHALL BE MARKED AT EACH END AT THE TIME OF DAMAGE TO ANY OF THE OWNER'S PROPERTY. ON ALL PRESSURE LINES. INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF 1. ANY EXISTING BUILDINGS, EQUIPMENT, PIPING, PIPE COVERING, PVC, TYPE I, IPS SCHEDULE 40 SDF APPROVED ON ALL THE CURB OR OTHER SIMILAR MARKING. ELECTRICAL SYSTEMS, SEWERS, SIDEWALKS, GROUND, ROADS, NON-PRESSURE LINES. LANDSCAPING OR STRUCTURE OF ANY KIND DAMAGED M. MARKING TAPE: METALLIC BACKED LOCATING TAPE (INCLUDING WITHOUT LIMITATION, DAMAGE FROM LEAKS IN THE COUPLINGS: SHALL BE MADE FROM EXTRUDED STOCK, REAMED SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF, THE PIPING SYSTEMS BEING INSTALLED OR HAVING BEEN INSTALLED WITH A TAPER. SLEEVE, 12" (INCHES) DIRECTLY ABOVE THE SLEEVE. TAPE BY CONTRACTOR) BY THE CONTRACTOR, OR HIS AGENT'S SHALL BE MARKED "IRRIGATION" IN TWO INCH CAPITAL EMPLOYEES, OR SUBCONTRACTORS DURING THE COURSE OF HIS ALL PLASTIC FITTINGS: A MOLDED FITTING. LETTERS EVERY THREE FEET ALONG THE TAPE. WORK, WHETHER THROUGH NEGLIGENCE OR OTHERWISE, SHALL BE N. BACKFILLING: COMPACT BACKFILL FOR TRENCHING TO REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS OWN 5. GALVANIZED PIPE: EXPENSE IN A MANNER SATISFACTORY OT THE OWNER, WHICH DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND PROJECTS\cingular\ 03046cd\03046cL7.DWG REPAIR OR REPLACEMENT SHALL BE A CONDITION PRECEDENT GALVANIZED PIPE (STEEL) SHALL BE SCHEDULE 40 GALVANIZED CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN TO OWNER'S OBLIGATION OF MAKE FINAL PAYMENT UNDER THE STEEL PIPE ASTM A120-61T THREADED, COUPLED AND HOT DIP AREAS, HUMPS OR OTHER IRREGULARITIES. PLACE INITIAL CONTRACT. GALVANIZED STEEL W/150 POUNDS, GALVANIZED MALLEABLE IRON BACKFILL ON ALL NON-PRESSURE LINES OF A FINE GRANULAR FITTINGS, AND GALVANIZED STEEL COUPLINGS. PIPE SIZE NOMINAL MATERIAL, NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE �o 2. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DAMAGES INSIDE DIAMETER UNLESS OTHERWISE NOTED OR INDICATED. WILL BE PERMITTED. TO ANY WORK COVERED BY THESE SPECIFICATIONS BEFORE FINAL ACCEPTANCE OF THE WORK. HE SHALL SECURELY COVER STREET ELBOWS MAY BE INSTALLED ONLY AS A PART OF THE ALL OPENINGS INTO THE SYSTEMS AND COVER ALL APPARATUS, ADJUSTABLE RISER ASSEMBLY UNDER ROTOR POP-UP SPRINKLER, EQUIPMENT AND APPLIANCES, BOTH BEFORE AND AFTER BEING OR WHERE SHOWN ON PLANS. SET IN PLACE TO PREVENT OBSTRUCTIONS IN THE PIPES AND THE BREAKAGE, MISUSE OR DISFIGUREMENT OF THE APPARATUS, EQUIPMENT OR APPLIANCE. 3. CONTRACTOR SHALL ADEQUATELY PROTECT ADJACENT Lm7 PROPERTY AS PROVIDED BY LAW AND CONTRACT DOCUMENT. i a5-,rlw xAxDHaE I _ RCM `2R MATERIAL REQTD. PER ASSEMBLY x ,n`. s•.r NAxxaE LJ O 0.OF ANAHEIM 1.18 k ME 'q 'A' S 2'•MILE CWPL[RS MTS 5 k is .� �. O GALV. WT. OTY. ITEM MK. NO. DESCRIPTION �q 6•P ♦ <! , T•PWE COUPLEHi "1 2-•PWE CWPIER -_ --- T _ - o r0 3•e[mw T!• -- T 1 -^- SHAFT ASSY (TOP) 35.52' LC.T°n ( (2)s/81 x I/2`Lc-I + EAP t/2'LO 1 2 SHAFT ASSY. (BOTTOM) 46.5}' LG. 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TAE ORIENTATION OF ME MONOPOLE SNAG BE VEWIM PRIM TO ERCCIKKJ OF ME MAE w 2'•PIPE CGWInI '•01 $ 2'•PWE COUPLER r•PIPE MY 6) APPLES TO EACH SAKE MY AA YAKWIY CWYFNOFO"CAME;MACE.SPUCC IFNOM MLE�'Aila.AND a S.r W NAN c 7m 15 AS CAP BEMSW 5[CMWS PEEP ro FB ASSEMBLY k ERECTION vROEFWRE O a OF MHIENLE I.IB , ° ]) /OR PROPER 91Mi AUGMENT A Y NGHLONTµwflD BEAD AND A AMEX ARE P09TDMFD W FACN SNAn 2'. PIPE IxMPlSRS 4 HY xIRMRE T e 11 O 0.OF NxUCaE 9.10 $ •g 1 A7 CAOI SPMCE M 2'NON it KE1D°EMS ME W MC WtOHWC COTKRE MC uMK IiryBSR 16 . _ k fl?I ® W TxE fWACExt AS s 11�CDPxFRS aM AElO 8GM SxM1 BE.WCNEO AOY i0P TO BOTIN M n1E tP POE.4MN NUMBERS 9fUA eE u41UED FGT EACH SOE k ME OKtMa BLIwFEN iTA WED BFA05 sNaPD T`,, BE IT(sag1 wry o a MR ,i 8) KAAo BELOP SSNO 1 FOR JACAW6 SECTIONS tOaTHER ARF LOCA,no Be OP°04xc SmIlm FLATS lkt4 S %m Ge Y-0` 9)GW BEM M IDP a THE FOUNDATION ANE BOTTOM OF ME BASE MTE YAY BE FILLED°9TH A NON-SHANK MUM 5•.i•NMONOLE CLDF 5Y 14 f 0•B0.0R Ur'RXOFRMGM WE BASE O ENSURRE MAT YMISS q pas NpF WLIECT INSOE MUST BE La�MOPaE ` 10) ALL BattD COMIECTDNS YAM"mn HNN-SMExOM BalS SHALL BE AS4MBLEO M,,xxMMCE wTH APPROVALS SECTION "J-J" D SPKCAAAM IHS FOP STAKe n A CA UDxG M25 0.9 A•f0 ears BOLES SHAG SE BROUGHT TO ' SNDD-MYIT CONWINNS AS RECODUEN0E0 BY ME RANGE SPEGRCAMI a FLMM-ITPE J0mTS AND a r.Y ; xs av* SECTION °E-E" SMALL,BC swYYEO IT xEassuO.ME SNMS w BE aPPUED By m a DP KNUCKLE 1.10 k 9.10 F. .P. KELUNs NOOK O '+) TGT[tN tp Sa°11-IpF uONENE Me DETMMMENDS BM E ASTNUPON BOW TO 0011041 E A55EYeLYSHALL BE Y•vWE COUPIERS 0.Mt5 W IEPIOR I a Mrs !k 14 r �L 7 k tb MO mcbo,PROCEDURE 2 f.{�/ t/p�� 12)POLE iIPER-0.1622nJR R.F. DATE 72 5•.Y NMDN0.E �l•1L06"EOtIEO-l' . BUSS BM ,C.ST ACCESS OPENWO r•OWE COUPLES 1 r•MILE COUPLER / 'Sr_ J'r' ,/covEl(,w o2 PEACES) py, �' ,y7�$!'. ENGINEERED ZONING DATE IGauxD Luce 'I ♦ + y ENDEAVORS a MTS 7 k,a •H• m c0 60812 m INCORPORATED i, }, IT Ly Tlel FiPx+CHkOMafdLSEw E?itg�Z 3� 7610 JAPther W.•Mt%W,CH 44068-4872 CONSTRUCTION DATE xELLW NOOxs ox * � Pk (4107 918-1101 Ph: (BBB) 270-3855 M6 1 k 16 O B'BCLOM ( I (B),3A'•s 6'-0'LOUD Y.Y NAN090LE 4 HAxWHRE 00384E Fx0 TraEA0E0 6 aRBw 99)��L Fc 440 91e-1106 • rww.mgend.cam (r.,A 'Ile)AnwOR Gals A TL„-. 60 ��D�' 80'-0" MONOPOLE - /OJ,xex NUTS EAw -O SECTION °F-F" 'i _Y7 Y0J`•sA1-D•PRaECnON aos.o4-+.2s G�14 CWGULAR WIRELESS SITE ACQUISITION DATE (BDnaY MWCM/Gwm Too k epnau TEUMtES 2 TRIM PARTS, RADIUS PIPE 61i LAP. CARDIFF SPORTS PARK, K eaTFO•AZ1 H.H> 1 50-912-01 ERECTION wEW ASSEMBLY NMWN,PRO[EDDRr C- k0 REVISED DESIGN & REMOVED SAN DIEGO COUNTY, CA `/� 7 6116/04 R.V.H. WAESS OMEPNISE NDtEa ALL GIArISOxS MF SCALE NONE EACH WWNOMAL ASSEMIXY SNAG NAVE A YETµ TNa WIAraMC IS CWROExTIAt AHD MAY NOT eE LIGHTNING ROD =.s uEMUREO FN011 ME a°TTGI OF THE BASE 0.A1E TAG wa0E0 To.T wWtx wLL BE DIAGRAM MM WANE0.RDNCOINED.COMED ETHER"MY OR IN NONE PRaECI xo. 72666 ME ASSEMBLY YARN W.AS TINT IN ME YATER.L PAST.CR W,pE MUY w MT YULVEI WTgDT PY- O COMPLETED APPftOVAt DWG 5MIM R.V.H OWNER APPROVAL DATE °COCA.(ANum IN!/8•HID,ten S) YntITTG: COwYxt a CROWECPFD ENDEAVORS Ixt.-ALL E._.i GS55281 ROTS of DESCN M WANDON APC RESEBYEO. rR e., GaRxO ND L �a u _ I PROJECT NAME FOUNDATION LOADING MATERIAL LIST CARDIFF 7.ANCHOR BOLTS SWILL BE ATTACHED w ANCHOR BOLTS ALL BE INSTALLS MOMENT 521.00 kip•ft ITEM QTY. DESCRIPTION 2.ANCHOR BOLTS SHALL BE INSTALLED w/LONGER THREADED ENO UP. SHEAR 8.23 kips 1 8 1314'0 x6'•0'(A615-OR.75)ANCHOR BOLTS SPORTS PARK "A" "/L 11 AXIAL 6.00 kip! 2 15 98 REBAR x 19'•6'(ASTM A615GR.60) -0.0 T _H m ANCHOR BOLT PROJECTION 3 22 95 REBARx 14'-O"(ASTM A615-GR.60) PROJECT NUMBER OP OF FOUNDATION FOUNDATION PROJECTION SD-912-01 I-III- I III-I I I I I ®V 1 I�I I I I'I I I-I i I-I L VOL.CONCRETE @ 4000 Psi(TYPE II CEMENT) 13.0 yd B 111 11-III�TI II I I ° MIL=111 I�JIl 11_ STEEL(ASTMA6ISGR.60) 1100.0 HIS 1 661 LAKE DRIVE II=111_fii-1 I I ""=111�I1-III=' I ' ENCINITAS, CA 92024 T -nI_n I "=TIC--Mir iI i "=III- D oT3 APX. -6" I GENERAL NOTES: SAN DIEGO 1. FOUNDATION DESIGN IS BASE ON THE FOLLOWING:EEI JOB#12666,DRAWING#GS65281 SOIL REPORT BY CHRISTIAN WHEELER ENGINEERING,REPORT NO.20401201-FEBRUARY 25,2004 an \\ 2. FOUNDATION EMBEDMENT IS SHOWN FROM THE GROUND LEVEL AT THE TIME OF SOIL INVESTIGATION (6) rO & (2) 2`0 AS DEPICTED IN THE SOIL REPORT.SHOULD THE ACTUAL SOIL CONDITIONS DIFFER FROM THOSE PVC CONDUIT IN ORDER TO RE-EVALUATE THE FOUNDATION DESIGN. IN THE REPORT,THE GEOTECHNICAL ENGINEER AND FOUNDATION DESIGNER SHOULD BENOTIFIED i DRAWING DATES - 1 MIN 24" RADIUS AT CONDUIT SWEEPS IIIII 3. SOIL REPORT SHOULD OF CONSULTED PRIOR TO CONSTRUCTION.STEEL CASING OR SLURRY METHOD - MAY BE REQUIRED TO PREVENT SOIL FROM CAVING DURING CONSTRUCTION.THE CASING SHOULD BE air REMOVED AFTER COMPLETION OF CONCRETING OR,IF LEFT IN THE GROUND,ALL VOIDS AROUND THE ' VERIFY CASING SHALL BE FILLED WITH PRESSURIZED GROUT.THE CONTRACTOR IS SOLELY RESPONSIBLE ORIENTATION OF FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES. A.B.'s, REBAR, 3 �-1 ° P a LIGHTS & CONDUIT 4. FOUNDATION EXCAVATION SHALL BE INSPECTED PRIOR TO PLACEMENT OF REINFORCEMENT AND ti ANCHOR BOLTS d gILTY SAND S. SPECIAL INSPECTION OF REINFORCEMENT,ANCHOR BOLT INSTALLATION,AND CONCRETE IS MED.OENSE m. 0• O REQUIRED PER 2001 CM FOUNDATION REINFORCEMENT AND ANCHOR BOLTS SHALL (8)1314'0 x 6L0-LG. BE INSPECTED PRIOR TO PLACEMENT. , ANCHOR 6. REINFORCING STEEL SHALL COMPORM TO ASTM A615.87,F -60 ksL REINFORCEMENT, MONOPOLE BASEPLATE 3508747 LT CIRCLE LE E ASSEMBLED USING STEEL WIRE.WELDING I$NOT PERMITTED.MINIMUM SPLICE LENGTH:FOR HAS A CENTER HOLE 68, Na 6 BARS AND SMALLER.44 x Obar,FOR No.7 BARS AND LARGER-55x Ober. 2 DIAMETER OF 18'. HORIZONTALTIES SHALL BE STAGGERED WITH NO MORE THAN 50%OF SPLICES IN ONE PLACE. 3 4 T. CONCRETE MIX DESIGN AND CONSTRUCTION PROCEDURE SHALL BE IN COMPLIANCE WITH A r.o AC(318-02,ACI336.3R-93,AND ALL APPLICABLE STATE AND LOCAL CODES. I SHEET TiTLE _ a. MINIMUM COMPRESSIVE STRENGTH•4000 psi AT 28 DAYS.USE TYPE 11 CEMENT UNLESS 'IBM 11$11 STATED OTHERWISE. � . I • / It. CONCRETE MIX SHOULD HAVE A SLUMP OF 7"(t1")FOR DRILLED PIER AND 3'(tT) PIER 0=54' FOR MAT FOUNDATIONS. i c. FOR DRILLED PIERS ONLY THE CONCRETE OVER THE ENTIRE LENGTH OF ANCHOR BOLTS SHALL LIGHT STANDARD VIEW -20.0 R A-A P BE VIBRATED.FOR MAT FOUNDATIONS ALL CONCRETE SHALL BE VIBRATED.-19 MIN EMBEDMENT (TEMPLATE NOT SHOWN) 8. ANCHOR BOLT ORIENTATION REQUIRED PRIOR TO CONCRETE PLACEMENT.THE CONTRACTOR SHOULD DRAWINGS /s t Ly; /-ze s ^ CONSULT THE SITE PLAN AND MONOPOLE DRAWING FOR PROPER ACCESS PORT ORIENTATION. ro Jv � LBJEAt�r�M. ' 54.0 ii. jl ENGINEERED NN J ENDEAVORS (16)Rl REBAR,U19'-6' ` ?' =a'1^4"-`,�" s?j INCORPORATED 46.0 EQUALLY SPACED ON •t"? !' ■W 44'0 CIRCLE q? � F * - -: 7610 Jmlher Drive• Mentor. ON 44060-4872 e.9G/ Ph: (440) 918-1101 • Ph: (888) 270-3855 3 ``�-,�// ��/7•v- ' Fx; (440) 918-1108 • www,engend.com 4 6 ( CINGULAR WIRELESS PROJECTS\cingular\03046cd\03046cS1.DWG O9 80.0 MONOPOLE 3 CARDIFF SPORTS PARK 12- (22)USREBAR,L=W-W •t) SD- Af) COUNTY,p SAN DIEGO COUNTY,CA L/ IV MIN t PLAN CHECK REVISION 6/16104 LA.P. 1 PIER SC-1 CONCRETE COVER SCALE:N.T.S. PBOJECrHO. 12666 SECTION "B-B" 0 COMPLETED DRAWING SAM LA.P. SHEET I of 1 DPAVnxcxo. 126660.80.1 __ REV OESCNWn(HJ GATE OWN CKK smi i — SHEET 1 OF SHEET TOPOGRAPHY � CINGULAR WIRELESS CARDIFF SPORTS PARK SD-91 -01 , 1661 LAIKE DRIVE SCALE: 1° = 10' CARDIFF BY SEA, CA 92024 IV 20 30 • `\ LEGAL DESCRIPTION `. PORTION OF THE EAST iPl OF NORTHEAST 1/40FTHE SOUTAWBST 1/4 OF SECTION BALL FIELD 23,TOWNSW 13 SOUTH,RANGE 4 WEST,S31L.IN THB CLTY OF ENCRUTAS,COUNTY OF SAN D]BGO.STATE OF RNIA. 1 O LSGALDBSCRIPTIONNOTPRO . rA ` Lt(JfiT It POLE r; , ` BASIS OF BEARINGS IS GRID NORTH BASED UPON G.P.S.OBSERVATIONS. , 1 , IN BENCH ARK 1 COUNTY OF SAN DIEGO CONTR L STATION IOC 0182".ELEVATION 306.61'MEAN SEA LEVEL. N.G.VD.1929. IB \ 0 TITLE N TES ILtRi(tATION ` BORES © � � TPIY,E REPORT NOT PROVIDED AT TIME OFSURVEY- - - o - - NOTES Foul. POLE 1 1.EIASffiYlBI315,Ac;R1EWffidTS,DOCUivffINTS AND OTHER MATTERS WINCH AFFECT THIS PROPERTY i MAY EXIST,BUT CANNOT EPJAITED.T117JaRBPORTNOTPROVIDED. BALL FIELD % w 2.THB PRECISE LOCATION OF GROVrrfl UTU.1TE3s COULD NOT BE DKISRM4VVffi3IN THE FIELD PRIOR TO ANY EXCA NATION UTI lTY COMPANIES WILL NEED TO MARK-OUT EXACT � UTILITYLOCATJONS. PAVIIRS 3.THE SUBJECT PROPERTY IS TED AT 1705 LAKE DRIVE.CARDIFFBYTHE SEA.CA 1 92007. a 4.THE ASSESSOR PARCEL ER FOR TIM SUBJECT PROPERTY IS 2601130.12-15&65. S.THE AREA OF THE SUBJECT PARCEL IS 9.54-ACRES. , FOUL POLE ' RAILROAD ME SURVEYORS STATEMENT ••,. ,,.\ \ '', it WALL(TYl') CMUSTENSENBNGIIVB MING SURVEYING HEREBY STATES THAT THE SURVEYING SER VICES PROVIDED FOR THIS SAVEY WERE CONDUCTED IN ACCORDANCE WrM(;ENIIRALLY ACCEPTED LAND SURVEYINGCPICBS UNDERTHB SUPERVISION OF A REGISTERED CIVIL ENGIl�TBB;tLICENSED TO PRA LAND SURVEYING IN THE STATE OF CALIFORNIA. NAD 83 LATITUDE 33"01'3? LONGITUDE 117"15'54.3" TOPOFPOLEEL417' `�� Cdrf�j NO TOPOFLIGHTEL419' ~ W � GROUND EL 336 f°04 e ° cl o a JUNE 21,2003 CHARLes w cFRls'ISxszN, CJL 8195 Date POLE r ABBRE IATIONS EL ELEVATION IB IRRIGATION BOX NAD 83 NORTH AMERICAN Dj LTUM 1983 TYP TYPICAL cm1 .$' muff GINAL ISSUE 09115/03 ADDED NBW u STANDARD ' ADDED TOPOGRAPHY NOTE:mm BOUNDARY OFTHBPROPERTY SmWNHEREON IS BASED UPON RECORD DATA AND DOES NOTE AFULL SURVEY OF THE PROPERTY. J N.2003 77 CHRISTENSEN ENGINEERING & SURVEYING