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HomeMy WebLinkAboutP_5203_SLANDSCAPE ARCHITECTURAL DRAWINGS FOR: MEO CORONA DEL MAR, CA CONTACT: CAMEO COMMUNITY ASSOCIATION MR. PATRICK MURPHY PH: (949) 760-9317 FAX: (949) 760-6850 EMAIL: plmrei@aol.com SHEET INDEX ABBREVIATIONS CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS TREE, PALM and VINE PLAN SHRUB PLAN PLANTING DETAILS PLANTING SPECIFICATIONS LC-I LC-2 LC-3 LI-I Ll-2 Ll-3 LP-I LP-2 LP-3 LP-4 AS BUILT DATE: 5~ 3-o-:;- ARCH. S.S. C.8. C.F. C.J. ~ CMU C.O. COMP. CONC. CONT. DIA. EA. EJ F.F.E. F.G. FOS I[ F.S. FTG. G.C. HORIZ. HP ID ARCHITECT (ARCHITECTURAL) BOTTOM OF STEPS CATCH BASIN CURB FACE COLD JOINT CENTERLINE CONCRETE MASONRY UNIT CLEAN OUT COMPACTED CONCRETE CONTINUOUS DIAMETER EACH EXPANSION JOINT FINISH FLOOR ELEVATION FINISH GRADE FACE OF STRUCTURE FLOW. LINE FINISH SURFACE FOOTING GROUND COVER HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT (ELEVATION~ INV. L.A. LANDSCAPE ARCHI ECT LP LOW POINT MAX. MAXIMUM MIN. MINIMUM N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER P.A. PLANTING AREA PERF. PERFORATED POC POINT OF CONNECTION R RADIUS REBAR REINFORCING BAR SIM. SIMILAR S.L. SCORE LINE SQ. SQUARE T.C. TOP OF CURB T.G. TOP OF GRATE T.S. TOP OF STEPS TYP. TYPICAL VERT. VERTICAL W/ WITH W/0 WITHOUT W.W.M. WELDED WIRE MESH NOTE: THESE DRAWINGS AND SPECIFICATION ARE THE PROPERTY OF MJS DESIGN GROUP (A CALIFORNIA CORPORATION) AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZATION FROM MJS DESIGN GROUP. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF MJS DESIGN GROUP PRIOR TO COMMENCEMENT OF ANY WORK. Design Group me. Landscape Architecture + Planning + Design Cannery Village 511 30th Street Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com CONSULTANTS PROJECT ENGINEER: PENCO ENGINEERING I TECHNOLOGY PARK, BUILDING J-725 IRVINE, CA 92618 PH: 949.753.8111 FAX: 949.753.0775 GOVERNING AGENCIES CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. NEWPORT BEACH, CA 92663 PH: 949.644.3288 CASE#: GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGE INCURRED DURING CONSTRUCTION. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATION PLANS WITH PAVING CONTRACTOR. 5. REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. 6. ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) 7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADE DIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 8. THE LOCATION OF FEATURES TO BE CONSTRUCTED. NOT SPECIFICALLY DIMENSIONED MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNER'S NOTIFICATION. 9. ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH. AND UNIFORM. 10. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES. 11. CONTRACTOR SHALL FULLY GUARANTEE ALL WORK FOR A ONE-YEAR PERIOD FROM OWNER'S ACCEPTANCE OF WORK. I. 07-10-06 OWNER&COASTALCOMMENTS 12. CONTRACTOR SHALL BE RESPONSIBLE FOR WEED ABATEMENT AS RECOMMENDED BY A LICENSED PEST CONTROL OPERATOR DURING THE CONTRACTOR'S MAINTENANCE PERIOD. 13. CONTRACTOR SHALL OBTAIN A CURRENT AGRONOMIC SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS. 14. THE LANDSCAPE CONTRACTOR IS TO ENSURE THAT IRRIGATION AND DRAIN LINES ARE LOCATED AND INSTALLED SO THAT THE MATERIALS SHOWN ON THE PLANTING PLANS CAN BE ACCOMMODATED. 15. IF ANY CONCRETE WORK SHOWN ON THESE PLANS ABUTS WOOD SIDING ON BUILDINGS, INSTALL GALVANIZED METAL FLASHING TO PROTECT WOOD SIDING. 16. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION REFERENCED IN THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER OR THE LANDSCAPE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION. 17. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANY DISCREPANCIES REPORTED TO THE OWNER'S REPRESENTATIVE. PLAN ST A TUS/REVISIONS NUMBER DATE APP'D BY REMARKS I 03/10/05 BUILDING DEPT. SUBMITTAL 2 12/01/05 CONTRACTOR BID SET 3 07/05/06 REVISED CONTRACTOR BID SET R.· 5 fi'l 3-S •J "1 = g; "' a: '11, "' z ! 0 ' ~ ~ 0 ci z "' Q, w a: 2 u t! :c u a: < w 0.. I 6 ~ 0 z :5 ' ~ _, ~ 0 w I: 6 I I I PROPERTY LINE I I I-w w I VJ VJ -I I- w w VJ I w z -...J I u ~ I: I ,,., _, "' F.O. I ~ 92 Q ~ ~ ~ ~ I I I I I w z :J g I I I 219+00 I SAWCUT EXISTING WALL FOR PROPOSED STEPS I I I P.A. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES 60'TYP 8" STEPTYP. 60'TYP 30' 220+00 I . .,__,. 9 PACIFIC COAST HIGHWAY 60' TYP. 221+00 I HAMPDEN ROAD CONTRACTOR TO PROVIDE WALL MINIMUM 6' HIGH FROM P.C.H. (ALL LOCATIONS) 60'TYP 222+00 I PACIFIC COAST HIGHWAY 8" STEPTYP. FINISH SCHEDULE: NUMBER ITEM @ EXISTING RETAINING WALL Q) SCREEN WALL with STUCCO FINISH © PILASTER with STONE VENEER © PILASTER CAP NOTE: 223+00 I MANUFACTURER/SUPPLIER N/A LA HABRA 714.778.2266 AVAILABLE THRU: VALLEY BUILDING MATERIALS -(949) 598-0256 CONTACT: CHRIS CROWLEY CALIFORNIA PRECAST 951.657.7913 MODEL# CC-18-22-PY -----•www.amiwww• COLOR ELESTOMERIC PAINT. COLOR TO MATCH DUNN EDWARDS 'SAHARA" SP-513 SANDSTONE X-116 SANTA BARBARA COARSED STONE MFG. BY: ELDORADO STONE TO MATCH LM SCOFIELD C-12 MESA BEIGE 224+00 I I I Gj FINISH w I VJ VJ -I 1- w w VJ -...J I I ~ w z ::; b -' I: WASHED PLASTER SAND ADDED TO PAINT FOR LIGHT SAND FINISH 'SANTA BARBARA MISSION' FINISH N/A LIGHT SANDBLAST CONTRACTOR TO PROVIDE 3' X 3' SAMPLE OF CONCRETE PAVING, PAINT FOR EXISTING WALL & CONCRETE PAYERS ON SITE TO BE APPROVED BY LA PRIOR TO INSTALL LEGEND: <t. CENTERLINE F.O.C. FACE OF CURB MIN. MINIMUM MAX. MAXIMUM P.A. PLANTING AREA T.W. TOP OF WALL T.F. TOP OF FOOTING @ CONSTRUCTION CALLOUT FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION CONSTRUCTION CALLOUTS: CD SLOUGH WALL BEHIND SIDEWALK (SEE STREET IMPROVEMNET PLANS PREPARED by PENCO ENG.) @ EXISTING RETAINING WALL TO BE PROTECTED-IN-PLACE. POWER WASHED and PAINT. (SEE FINISH SCHEDULE) Q) PROPOSED FREESTANDING PERIMETER WALL MIN. 6"-0'' / MAX. 8'-0'' (SEE DETAIL C, SHEET LC-2) © 4' W. CONCRETE SIDEWALK (SEE DETAIL A, SHEET LC-2) ® 6' W. CONCRETE SIDEWALK (SEE STREET IMPROVEMNET PLANS PREPARED by PENCO ENG.) @ CONCRETE STEPS with HANDRAIL (SEE DETAIL D, SHEET LC-2) (j) OPEN METAL GATE with LOCKING MECHANISM (SEE DETAIL F, SHEET LC-2) @ NOT-USED © FREESTANDING CMU PILASTER with STONE VENEER (TOTAL THIS SHEET: 17) (SEE DETAIL E, SHEET LC-2) MJSDesign Group ,~ Landscape Architecture Planning (,/) _J _J ~ -LU Cl -(/) I I- ::) 0 (,/) -I u u m ·o a... ~ a. Design Cannel'J Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax {949) 675-8974 mjsdesigngroup.com z 0 ~ u 0 (/) ~ >-<( u I--' z ~ ::J ~ ~ ~ -' Q) 0 -0 u <( oz wO ~~ <( 0 uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: 'L'.ei-10-06 OWNER&COASTALCOMMENTS Job No.: 10172.00 Drawn By: MG Check By: MJS Plan Dote: 2-23-05 Scale: lu= 20' Title: CONSTRUCTION PLAN Sheet No.: LC-1 g ~ ! u ~ l: iii ..: UJ ~ ~ 3 ' ~ ~ 0 10 20 40 8 '-----------------------------------------'-----------,----------------------------------------------------------------------------------LL ___________ _j5 '• 3' GATE OPENING 12' SECTION/ELEVATION NOTES: LEGEND: 0 SELF-LOCKING GATE. COORDINATE MASTER KEY WITH CAMEO COMMUNITY ASSOCIATION. @ CONCRETE FOOTING 2500 P.SJ.@ 28 DAYS (D TUBULAR STEEL FRAME 11 \2' SQ. TOP, SIDES & BOTTOM. 16 GAUGE © 2' x 2' SQ. TUBULAR STEEL POST. 14 GAUGE © ADJACENT WALL/PILASTER © HEAVYDUlYSELF CLOSING HINGES PER GATE CONTRACTOR (?) 5/8' SQ. TUBULAR STEEL PICKET. 18 GAUGE @ FINISH GRADE © RECOMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT I. ALL STEEL SHALL BE PAINTED W/ I COAT BASE PRIMER & 2 COATS SEMI-GLOSS COLOR TO MATCH FENCING. 2. ALL WELDS TO BE GROUND SMOOTH. 3. FENCE CONTRACTOR SHALL SITE VERIFY EXACT SIZE OF FENCE PRIOR TO FABRICATION. 4. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. 5. LOCATION OF FENCE SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION Scale: ½11 = I 1-011 ® TUBULAR STEEL MAINTENANCE GATE ~T-nJB +24"SQ. "" _,------{ 3 • • 'lo 3'-0" SQUARE SECTION 3-#4EAWAY LEGEND: 0 PRECAST CONCRETE PILASTER CAP SEE FINISH SCHEDULE @ 16x 16x8 C.M.U.BLOCK © HORIZ. BAR-#4 at 24" O.C. TIES © VERT. BAR-#5 at 24" O.C. #5 at EACH CORNER BEND INTO FOOTINGS AS SHOWN © FINISH GRADE © COMPACTED SUBGRADE PER SOILS REPORT 0 CONC. FOOTING -2500 PSI at 28 DAYS 3'-0" x 3'-0'' x 18" W/ #4 EACH WAY © STONE VENEER SEE FINISH SCHEDULE NOTE: I. CELLS with REBAR TO BE GROUTED SOLID. 2. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER SOILS REPORT. 3. CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL ENGlNEER'S RECOMMENDATIONS. ~--12 SECTION PERSTRUCT. ENG. LEGEND: 0 PRECAST CONCRETE CAP. SEE FINISH SCHEDULE FOR COLOR AND SUPPLIER @ 16' SQ. RING BLOCK (D FINISH GRADE © COMP © NOTES: TING -2500 PSI PER INEER OMATCH I. PILASTER CELLS TO BE GROUTED SOLID. 2. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL 'lo l::i ~ 1.7 1-Z "' w a: -~ SECTION ------..2 PER STRUCT ENG LEGEND: © 12 x 4 x 16 PRECISION CAP. @ 10 x 2 x 16 PRECISION CAP. © 8 x 8 x 16 PRECISION BLOCK. © FINISH GRADE. © COMPACTED SUBGRADE PER STRUCTUAL SOILS REPORT. © MIN. 1/2"THICKSTUCCOwith MEDIUM SAND FINISH. LA HABRA STUCCO COLOR {SANDSTONE X-86) OVER (?) SCRATCH COAT. TAKE STUCCO 6" BELOW F.G. CONCRETE FOOTING. PER STRUCTURAL ENGINEER. NOTE: I. CONTRACTOR SHALL INST ALL VERTICAL EXPANSION JOINTS PER STRUCTURAL ENGINEER'S RECOMMENDATIONS. 2. ALL CELLS WITH REBAR TO BE GROUTED SOLID. 2 3 SECTION 12" LEGEND: © #3 BAR@ 24" O.C. -CENTER IN SLAB @ NATURAL GRAY CONCRETE PAVING WITH TOOL JOINTS AND EXPANSION JOINTS AS SHOWN. MEDIUM BROOM FINISH. (D COMPACTED SUBGRADE © FINISH GRADE 4 7'.RATE PERMIT REQUIRED) Scale: 3/411 = I 1-011 (SEPARATE PERMIT REQUIRED) Scale: I 11= I 1-011 Scale: I 1/211 = 11-0 11 1611 SQ. CMU PILASTER © FREESTANDING SCREEN WALL PIL-PlA16-l WA1.-5TU2 @ CONCRETE PAVING PAV-CON LEGEND: 0 EXPANSION JOINT @ 1n• CHAMFER EDGE 2' MIN. SECTION (D #4REBAR2"CLEAREA. WAY@NOSE 9" 7 12" MIN. SEE CONST. PLAN © COMPACTED SUBGRADE © #4REBAR@l2'O.C.BOTHWAYS (?) HANDRAIL - I 1/2' DIA TUBULAR STEEL RAIL WITH POWDER COATING, CORE 4" DIA X 12" DEEP HOLE GROUT . :i ,o-I: a,:: C, wz a.. w SECTION 2 t------._ 3 LEGEND: 0 PRECISION CAP 10x4x 16 @ HORIZONTAL REBAR PER STRUCTURAL ENGINEER (D TWO COATS ASPHAL TIC EMULSION CONTI W/ PROTECTION BOARD © I CF/LF GRAVEL BACKFILL OVER P TED DRAIN LINE WRAPPED W/ FILTER FABRIC. CONNECT TO N LINE. © COMPACTED BACKFI © CONCRETE FO -2500 PSI@ 28 DAYS -SIZE PER STRUCTURAL ENGINEER BENDS INTO FOOTING -SIZE PER STRUCTURAL R CONTINUOUS THROUGH FOOTING PER STRUCTURAL NGINEER @ LANDSCAPE DRAIN -SEE DRAINAGE PLAN BY PENCO ENG. @ MIN. 1/2" THICK STUCCO with MEDIUM SAND FINISH. LA HABRA STUCCO COLOR {SANDSTONE X-86) OVER SCRATCH COAT. TAKE STUCCO 6" BELOW F.G. NOTE: I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RE-COMPACTED SOIL PER MJSDesign Group,~ Landscape Architecture Planning Design Cannery Village 511 3oth St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-1l974 mjsdesigngroup.com AS BUILT DATE: 5 -s ~01- (/) -' -' ~ ---LU 0 -(/) I I- :J 0 (/) -I u u ., ·o c.. ~ 0.. z 0 ~ u 0 (/) ti) <( >-I--z ::> ~ ~ 0 <( u ~ 0:::: 1 ...J (I) -0 u <( oz LU 0 ~ 0:::: <( 0 uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: l~-10-06 OWNER & COASTAL COMMENTS Job No.: 10172.00 Drawn By: MJS Check By: MJS Plan Dale: 2-23-05 Scale: SEE DETAIL Title: CONSTRUCTION DETAILS Shee! No.: with "POR-ROK or EQUAL. Scale: 111 = 1 •-011 © COLORED CONCRETE PAVING (SEE FINISH @ PILASTER with STONE VENE~~e: 314 " = l'-O" @~TILEVERED CONCRETE STEPS LOWTE~~:,~;~~0~ALL Scale: 3/4" =I'= o• LC-2 ! ...._ _____________________________ __;FILc:,::,mJ=l"°C!.I----------------------------------=~ ------------------------------'-------------------"'""'=""'""=:....,___,..__ _________ __. 6 2. CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL ENG. RECOMMENDATIONS. R-5fi'l3-S ... A. GENERAL NOTES 1. BfPOiNG: IT SHALL BE ll-lE OWNER"S RESPONSIBILJTY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ITC. TO FULLY ENSURE THE QUAI.JTY AND TIMELY COMPLETION OF THE PROJECT. 2. sco~ Of WORK: CONTRACTOR SHAlL PROVIDE ALL lABOR, MATERIALS, EQUIPMENT ANO SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS AS SHOWN ON THE DRAWING AND SPECIFIED HEREIN. 3. PJAN YfRtflCAJJ:QN: THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISH CONSTRUCTION PRODUCT. THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 4. I tCfNSE· THE CONTRACTOR SHALL BE A CAUFORNIA LICENSED CONTRACTOR. 5. YWfORM BUU,DlNG CQQE'.· ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL CONFORM TO THE CURRENT EDITION OF TI-lE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING CODES AND ORDINANCES. 6. OE! p VERIFJCATIQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7. DIMfNSIQNS: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. B. MEJHOOS Of CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHN!QUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. 9. (ffiLfIJE:S: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. 10. PfRMJTS ANP tNSPECJJONS: THE CONTRACTOR SHALL OBTAIN, COORDfNATE AND PAY FOR AU. PERMITS, FEES AND AGENCY INSPECTIONS AS R(QUIRED. 11. SHOP DRAWING$: SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE CLARIFlCAllON OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNER OR GOVERNING AUTHORITY. 12. LIABLE fOR PMW,f: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILJTIES, PLANTING, CONSTRUCTION, PERSONS. PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AG,t,JNST DAMAGE. 13. I lAEM f fOB E:NCROACttMQff THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT -OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 14. SITE MAl:NJENANCE: CONTRACTOR SHALL KEEP THE PROJECT SliE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. 15. ~: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 16. MATERIAi $· ALL MATERIALS AND EQUIPMENT SPECIFlED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED. CONTRACTOR SHAU. ALLOW AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT Of ORDER UNTIL DELIVERY ON ANY SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS. 17. SUBSTllUTIQNS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 18. GlJARANJEE: ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION AS DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN. B. FIELD OBSERVATIONS 1. Ri;OUIRfl) FIELD OBSERVAJJON WQRK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DEStGN ASSOCIATES TO PROVl□ E 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION, FAILURE TO USE PROFESS!ONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE F!ELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE M/SfNTERPRETATION OF THE INTENT OF THE DESIGN. UNAUTHORIZED MODIFlCATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMlSSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, !N THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FlELO OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITI-l THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGA!NST ANY AND ALL CLAIMS. 2. oo n OBSERVATION COPBPJMADPN: THE FoLLowING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHAU. NOTIFY Tl-lE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK. WITH ANY REQUIRED CHANGES OR MOD!FICATIONS TO BE AT CONTRACTOR'S EXPENSE THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT ( 4B) HOURS IN ADVANCE, J. JOB SITE MEETINGS 00 RfOUIBfQ INSPECTIONS: A. PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK B. DURING SOIL PREPARATION FOR PLANTING AND IRRIGAT!ON. C. CONSTRUCTlON STAKING AND LAYOUT OBSERVATION. D. ROUGH CONSTRUCTION PROGRESS OBSERVATION (FORMING, ETC.). E. AT COMPLETION Of SOIL PREPARATION. F. PRESSURE TEST IRRIGATION, MAINS AND LATERALS. G. COVERAGE OF IRRIGATION SYSTEM. H. COMPLEflON Of WEED CONTROL. I. PLANT MATERIAL SPOTTING CHECK. J. GRADING CHECK PRIOR TO GROUNDCOVER. K. COMPLETION OF PLANTING. L. 30, 60 & 90-DAY MAINTENANCE INSPECTIONS. M. FINAL OBSERVATION/PROJECT CERTIF1CAT10N. C. DRAINAGE NOTES 1. SCOft Of WOfiK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTAUATION OF A SUBSURFACE DRAINAGE SYSTEM. 2. LJCENSf:: THE DRAINAGE CONTRACTOR SHALL BE A C-27 LICENSED LANDSCAPE CONTRACTOR OR LICENSED PER APPROPRIATE LOCAL CODES. 3. UNJfORM BUit.DiNG COO£: AU. DRAINAGE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION Of TI--lE UNIFORM BUILDING CODE AND ALL APPLJCABLE GOVERNING AGENCIES. 4. 5. 6. 7. 8. 9, 10. 1,. 12. 13. 14. 15. 16. D. ,. 2. 3. 4. 5, 6. 7. B. 9. 10. 1 ,. 12. 13. 14. 15. 16. APPROVALS / CER1lf1CAUQNS: THE CONTRACTOR SHALL INITIATE AND COORDINATE THROUGH THE OWNER ALL REQUIRED AGENCY APPROVALS. CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OWNER'S ENGINEER FOR LINE AND GRADE INSPECTION, flELD \IERlfJCATIQN: CONlRACTOR SHALL VERlFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. lffilffiES: CONTRACTOR SHALL LOCATE AND TAKE ALL PRECAUTIONS NECESSARY TO PREVENT UNDERMINING AND DAMAGE TO EXISTING UTILITIES. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ETC.) INFRINGING WITH DRAIN AND DRAIN LINES LOCATIONS BEFORE STARTING WORK. TRENCHING: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT ANO TRUE TO GRADE. IN GENERAL lHE TRENCH WIDTH SHOULD NOT EXCEED THE DIAMETER OF THE PIPE PLUS lWO FEEL TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FlRM AND UNIFORM BEARING SURFACE THROUGHOUT ENTIRE LENGTH OF PIPE. $U8G8AI)£: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEM SHAU. BE PER STRUCTURAL SOILS REPORT. .siYAI..ES: SWALE UNE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TO THE DRAIN 1NLET TO THE CATCH BASIN OR DISCHARGE POINT. SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITIONS. .Jl&fb\S: DRAIN INLETS OR CATCH BASIN SHALL BE LOCATED AT SWALE LOW POINTS. ALL AREA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALL SPECIFlCATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. Q(WN I fNES'. ALL DRAIN LINES SHALL BE ¢4. (UNLESS OTHERWISE SPECIFIED BY OWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT NON-PERFORATED TUBING, SOLVENT WEl,.D ALL CONNECTIONS. AU. DRAIN LINES ON SLOPES TO BE SCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALL DRAINAGE PIPE SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ALL CHANGES JN DIRECTION IN THE DRAIN LINE SHALL BE WITH 45· ANGLE FITTlNGS. INSTALL DRAIN LINE 12" BELOW FINISH GRADE MINIMUM, EXCEPT WHERE DRAIN LINES DAYUGHT AT CURB. INVERT OF CURB DRAINS SHALL BE LOCATED MINIMUM OF 1" ABOVE GUTTER FLOW LINE, AND SHALL HAVE A MINIMUM CLEARANCE OF 2" TOP OF CURB AND TERMINATE AT LEAST 1" BACK OF CURB FACE. DRAIN LINES SHALL BE INSTALLED WITH A 1 % SLOPE FROM THE DRAIN INLET TO THE DRAIN OUTLET. CONNECJJONS: ALL SUBSURFACE AND SURFACE DRAINAGE SYSTEMS SHALL BE CONTAINED WITHIN THE PROPERTY IT SERVES. ALL DRAlN INLETS SHALL BE CONNECTED TO A CENTRALIZED SYSTEM WITI-l DRAIN OUTLET WHICH EXITS AT CURB FACE OR CONNECTS INTO STORM DRAIN SYSTEM PER CML ENGINEER. BACKFII J fNG: ALL BACKFlWNG SHALL BE DONE IN ACCORDANCE WITH STRUClURAL SOILS REPORT. tNSTAU,ADQN UP;KEfP: INTERIOR OF PIPE SHAU. BE THOROUGHLY CLEANED OF ALL FOREIGN MATTER PRIOR TO, DURING ANO AFTER INSTALLATION. CONTRACTOR SHALL MAINTAIN THE PROJECT SITE THROUGHOUT THE PROGRESS OF THE WORK IN A REASONABLE, DRY WORKABLE CONDITION FREE Of SURFACE WATER. DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFlED HEREIN AT THE CONTR.A.CTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. CONCRETE NOTES SCPPE OE WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTAUATION OF ALL CONCRETE FL.ATWORK INDICATED ON THESE PLANS. PLAN YEBIBCADQN: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. LJCQJSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CONCRETE IS APPURTENANT TO LANDSCAPE WORK. UNlfOBM BUILOlNG COQ:E: ALL CONCREf£ CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. Bfl O \tERfFtCATIQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANClES. COOBOJNATJON: CONTRACTOR SHAU. COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES. (IRRIGATION, DRAINAGE, ELECTRICAL ETC.), BENEATH OR EMBEDDED IN CONCRETE BEFORE STARTING WORK. $OJI PREPARATION: ALL EXCAVATION. GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE SUPERVISION OF A SOILS ENGINEER. Slf9GBA,Pf: ALL SUBGRADE MATERIAL. SAND, CRUSHED AGGREGATE, ETC., AND THEIR COMPACTION SHALL BE PER STRUCTURAL SO\LS ENGINEER SPECIFICATIONS. ROCK ANQ SANO SPfCIFlCAJJOOS: SAND AND AGGREGATE FOR CONCRETE SHALL BE CLEAN, NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C33. .wAIEB: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE 1 OR lYPE II. CEMENT SHALL BE OF THE SAME BRAND AND TYPE USED THROUGHOUT THE PROJECT. .MIXJtilG: PROPORTIONING AND MIXING Of CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY ANO STRENGTH SHALL BE !N ACCORDANCE WITH THE CURRENT EDITION OF THE AC! MANUAL OF CONCRETE PRACTICE AND THE PCA "DESIGN AND CONlROL OF CONCRETE MIXTURES". CQUPRfSSIVF $1R£NQD-I Of CONCRETE: ALL CONCRErE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.L AT 28 DAYS WITH A SLUMP NOT TO EXCEED 4~ CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTIAND CEMENT/SAND/GRAVEL MIX,. CONFORM!NG WITH ASTM C-150. CONCRETE' fQRUS: OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE ALL CONCRETE FORMS PRIOR TO POURING FLA1WORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS; PLUMB AND TRUE TO LJNE AND GRADE. FORMS SHALL BE SUBSTANTlAL. MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN PosmON AND SHAPE DURING PLACING OF REINFORCING AND CONCRETE. fORMS SHALL BE THOROUGHLY CLEANED OUT BEFORE CONCRETE IS Pl.ACED AND FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING, MIXING AND PLACING ALL CONCRETE EXPOSED IN FINISH WORK TD OBTAIN SMOOTH, EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. CONCHO£ RE1Nf0RC!NG Slffl: CONCRETE, AS INDICATED PER PLANS, WITH STEEL SHALL BE GRADE 60, DEFORMED B!LLET STEEL CONFORMING TO ASThl A-615. LOCATE !N CENTER OF POUR 1YPICAL WITH 2' MINIMUM CLEAR ALL EDGES. WIRE MESH REINFORCEMENT, CONCRETE, PS INDICATED PER PLANS, TO HAVE 6 X 6 #10 WELDED WIRE MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATE !N CENTER OR POUR TYPICAL WITH r MINIMUM CLEAR ALL EDGES. 17, 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 . 12. 13. 14. 15. THICKNESS OF CONCRETE:· ALL CONCRETE flA1WORK SHALL HAVE A MINIMUM THICKNESS OF 4". ALL THICKENED EDGES FOR CONCRETE flAT'NORK SHALL BE PER PLANS. A 1 /2• RADIUS, OR PER PLANS, SHALL BE PROVIDED AT ALL EXPOSED EDGES AND/OR CORNERS. CONCRETE FJNJSH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE AND TO A UNIFORM SURFACE. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLAN. ALL NATURAL CONCRETE WITH MEDIUM BROOM FINlSH. BROOM ANJSH: BROOM fIN1SH (WHERE INDICATED ON DRAWINGS), AFTER FlNISH TROWELING, DRAW THE FOLLOW/NG BROOM TYPES ACROSS PERPENDICULAR TO TRAmc FLOW OR IN THE DIRECTION PS INDICATED ON THE DRAWINGS. + FINE BROOM -FINE OR SOFT TEXTURED BRISTLES + MEDIUM BROOM -MEDIUM STIFF BRISTLES * HEAW BROOM -COARSE OR STIFF BRISTLES BQCK SAl T FlNJSH: APPLY ROCK SALT EVENLY OVER ENTlRE SURFACE JUST PRIOR TO FlNISH TROWELING. PRESS SALT INTO THE SURFACE WITT--l TROWEL OR ROLLER SO THAT SALT IS EMBEDDED JUST BELOW SURFACE LEAVING THE TOPS OF THE CRYSTALS EXPOSED. ALLOW CONCRETE TO CURE. FlNISH SHALL BE UGHT. MEDIUM OR HEAW PER DIRECTION OF LANDSCAPE ARCHITECT. ROAROANT WSH'. CONCRETE SURFACE SHALL BE EXPOSED USING UTHACHROME CONCRETE SURFACE RETARDER OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES Of MANUFACTURE, AGGREGATE FOR CONCRETE 60-40 PEA GRAVEL BLEND. COLORED CQNCRQ£: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE. COLORS SHALL BE OF THE INTEGRAL lYPE MANUFACTURED BY L.M. SCOFIELD COMPANY OR APPROVED EQUAL SURFACES DIRECTED BY LANDSCAPE ARCHITECT SHALL BE SEALED WITT--l UTHOCHROME COLORWAX OR APPROVED EQUAL APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE STAM:PfO CQNCRfTE: CONTRACTOR SHALL INSTAU. STAMP CONCRETE PATTERNS TO CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AND SHALL USE MANUFACTURE'S RECOMMENDED PATTERNS, TOOLS AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE COLOR AND BE APPLIED PER MANUFACTURE'S RECOMMENDATIONS RELEASE AGENTS, AS PER PL.ANS, SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. CONCREJE SAMPJ £: CONTRACTOR SHALL PROVIDE OWNER WITH A 2' x 2' SAMPLE OF ALL CONCRETE FINISHES & STAMP PATTERNS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING flAlWORK. ~: CURE CONCRETE IN ACCORDANCE WITH REQUlREMENTS OF THE CURRENT ACI MANUAL OF CONCRETE PRACTICE. POSJDVf QRAfNAGF'. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE, WITHOUT PONDING ON ALL CONCRETE SURFACES. ALL CONCRETE FLATWORK SHALL SLOPE MINIMUM 1 % AWAY FROM BUILDINGS, WALLS. ETC., IN THE DIRECTION OF SITE DRAINAGE. CQNCRETf ,IQtNIS: CONTRACTOR SHAU. INSTALL JOINTS AS NOTED OR PER STRUCTURAL ENGINEERS SPEClFlCATIONS. CONCRETE WALKS (LESS THAN Bn -On): A TOOLED CONTROL JOINT, AT 1/4 DEPTH OF CONCRETE, SHAU. BE PLACED 5' -On O.C. MAX., AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOfNTS WITH PREMOLDEO 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED 20' -O" O.C. MAX. CONCRETE PAVING: A TOOLED CONTROL JOINT AT 1 / 4 DEPTH OF CONCRETE, SHALL BE PLACED AT PLUS/MINUS 40 SQ. FEET MAXIMUM, ALL CHANGES IN DIRECTION AND AT ALL lNSlDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFlCAT!ONS, SHALL BE PLACED AT ± 160 SQ. FT. MAX. AOJOINtNG EXISTJNG CONCRETE SllRfACfS: CONCRETE DESIGNATED ON PLANS TO MEET ALL EXISTING CONCRETE WALKS, DRIVEWAYS ETC. SHALL BE FLUSH AND INCLUDE AN EXPANSlON JOlNT BETWEEN THE SURFACES. DEFECTS, ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. MASONRY NOTES $COPE OE WORK· CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERV!CES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PLANS. Pl AN VfBJfJCADON: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. LICENSE: THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF MASONRY IS APPURTENANT TO LANDSCAPE WORK. UNlfQBU BUJLDfNG COO(: ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDmON OF THE UNIFORM BUILDING CODE, MASONRY DESIGN MANUAL AND ALL APPLICABLE GOVERNING AGENCIES. 0fl 0 V(RlflCATlQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDlTIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFlED IMMED!ATELY OF ANY DISCREPANCIES. COOROfNAWN: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK. SOIL PRfPARAllON: AU. EXCAVATION, GRAOJNG, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SO!L MODIFICATIONS SHALL BE UNDER THE DIRECT!ON OF A SOILS ENGINEER. ROCK AND SANO SPEClflCADQNS: SAND AND AGGREGATE FOR MASONRY SHALL BE CLEAN NAlURA.L MATERIALS CONFORMING TO ASTM DESIGNATION C-144 AND C-404. lYAJEB: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELEf£R!OUS SUBSTANCES. CEMENT= CEMENT SHALL BE PORTLAND CEMENT TO CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, 1YPE I OR TYPE II. CONCRETE: Bl,OCf(: MASONRY UNITS SHALL BE TYPE II UNITS CONFORMING TO ASTM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION OF CALIFORNlA. SIZE. TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. EXECUTION~ LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, TRUE TO PLANE AND PLUMB WITHIN 1/8" IN 1 0 FEIT. FACES OF MASONRY UN ITS SHALL BE ALL IN ONE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8~ TI-llCK. TOOL ALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW. MORTAR: MORTAR SHALL BE TYPE 's' AND CONFORM TO ASTM C-270. UNIFORMLY MIX IN THE RATIO 1 PART PORTIAND CEMENT TO 1 /2 PART HYDRATED LIME OT 3 PART SAND. MORTAR TO MATCH COLOR OF BLOCK OR PER PLAN. .GRm![: GROUT SHAll BE A FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME, 1 PART CEMENT, 3 PARTS SAND, OR 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PEAGRAVEL GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF 2,000 P.S.I. @ 28 DAYS. COMPRFSSM: STRENGTH Of CQNCBET£: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS OR PER STRUCTURAL ENGINEER'S RECOMMENDATIONS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTIAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. 16. 17. 1B. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. F. 1 . 2. 3. 4. 5. 6. 7. B. 9. MASONRY BfJNfOBCJNG SJEEl : STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 EXCEPT THAT 1/4" TIES MAY BE PLAIN BARS. WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-82. JlEllAl!c ACCURATELY PLACE REINFORCING STEEL PS SHOWN ON THE DRAWINGS OR PER STRUCnJRAL ENGINEER, POSITNELY SECURED AND SUPPORTED, NOT EXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURS WHEN GROUT IS POURED. REINFORCING AND THE WIRES SHAU. BE EMBEDDED IN THE GROUT. LENGTH OF LAPPED SPUCE SHALL BE A MINIMUM OF 40 BAR DIAMETERS fOR TENSION, 30 BAR DIAMETERS FOR COMPRESSION, OR /:.S PER STRUCTURAL ENGINEER RECOMMENDATIONS. THE THICKNESS OF THE GROUT BETWEEN MASONRY UNITS AND REINFORCING SHALL BE A MINIMUM OF 1/4" fOR FINE GROUT AND 1/2'" MINIMUM FOR COURSE GROUT. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED fOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. Wfl QlNG'. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIElY. GROUTING: ALL MASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS ETC. GROUT CELLS BELOW GRADE SOLID. ALL REINFORCEMENT. BOLTS ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". BEl OW \,:RADE CQNSIBUCTION: MASONRY CONTAACTOR SHALL BE RESPONSlBLE FOR BACKF1LLING ALL WALLS TO GRADES PER PLAN (OR PER CML ENGINEER), FINISH GRADE FOR RUNOFF SWALE BEHIND ALL WAL.LS, PERFORATED DRAIN LINES COMPLETE AND CONNECTED TO DRAINAGE SYSTEM OR STREET, WATERPROOF1NG ALL WAU.S BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. FILL SOIL PER STRUCTURAL ENGINEER WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING BACKFlLL OPERATION. EXPMISK}N ,JOINJS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT CORNERS AND AT JO' -O" ON CENTER OR AS REQUIRED BY GOVERNING AGENCY. SURPI us son. MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING ALL ·sPOILS' OR SURPLUS SO\L ON SITE "5 A RESULT OF MASONRY WORK. MASQNfil' SAMPLE: CONTRACTOR SHALL PROVIDE TO OWNER A 4' x 6' SAMPLE PANEL OF ALL MASONRY WALL TYPES ON PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. STUCCO APPi ICA1JON: ALL STUCCO WORK SHAU. CONFORM TO LATHING AND PLASTERING REFERENCE SPECIFICATIONS OF THE CALIFORNIA LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION, INC. AND STANDARDS FOR PUBUC WORK CONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTAUATlON PROCEDURES OF MANUFACTURER. Pl ASTfR pRQPQ8l]ONS: PLASTER FINISH TO INCLUDE: SCRATCH COAT -3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMP LOOSE SAND BROWN COAT -3/8" THICK 1 PART PORTIAND CEMENT PLASTER AND UP TO 5 PARTS DAMP LOOSE SAND COLOR FINISH COAT -1/B" THICK PORTLAND CEMENT Pl.ASTER MIX WITH WATER ONLY PORTLAND CEMENT PLASTER MIX INCLUDES: 1 PART PORTLAND CEMENT 1/4 PART HYDRATED LIME WATERPROOFING ADMIXTURE (PER MANUFAClURE'S SPECS.) PfA5IER ANISH: ALL PLASTER FINISHES. TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALL SUPPLY A 2' x 2' SAMPLE OF ALL PLASTER flNISHES fOR OWNER'S APPROVAL WATER SEAi : APPLY WATER SEALER TO ALL Pl.ASTER FINISHES UNLESS OTHERWISE APPROVED IN WRITING BY OWNER. MASONRY VENEER/lll F:: ALL TILE, BRICKS, PAYERS. PRECAST CONCRETE VENEER AND CAPS SPECIFIED ON PLANS TO BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. SPECIAi MASONRY WA! I MATERIAi $: AU. SPECIAL WALL MATERIALS, FOAM ETC. SHALL CONFORM TO ALL SPECIFlCATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. DEFECTS: ALL DEFECTS IN MASONRY WORK SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFlED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. CARPENTRY NOTES PLAN \lERIACAJlON: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. I !CENSf· THE CARPENTRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED CARPENTRY CONTRACT OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CARPENTRY IS APPURTENANT TO LANDSCAPE WORK. UNIFORM BU!LD!NG COQE: ALL CARPENTRY CONSTRUCTION SHALL CONFORM TO THE APPLICABLE EDITION OF THE UNIFORM BUILDING CODE AND ALL GOVERNING AGENCY CODES. F)B,,0 '{ER]flCAJlQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANO SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY D!SCREPANCIES. QEUVERY AND STORAG:f: ALL MATERIALS, IN SO FAR AS IS PRACTICAL, SHALL BE DELJVERED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALL BEAR THE TRADEMARKS AND NAMES THEREOF. GRADE MARK SHALL BE STAMPED ON ALL STANDARD YARD-DIMENSION LUMBER OR CERTIFlED FOR COMPLIANCE. EACH PIECE OF TREATED LUMBER SHALL BE STAMPED. LUMBER SHALL BE CAREFULLY STACKED TO PREVENT WARPING AND SHALL BE KEPT DRY. CONN£CJJQNS: MEMBERS SHALL BE ACCURATELY CUT AND FITTED AND SOLJDLY FASTENED TOGETHER TO PRODUCE PLUMB, LEVEL AND RIGID CONSTRUCTION. SLICING OF FRAMING MEMBERS BETWEEN SUPPORTS IS PROHIBITED. FACES OF ALL MEMBERS SHALL BE INSTALl.ED IN EVEN TRUE PLANES. NAILING, SPIKING AND BOLTING SHALL BE DONE IN ACCORDANCE WITH UNIFORM BUILDING CODE. METAL CONNECTORS AND JOIST HANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING CODE. DRIU. HOLES FOR BOLTS THE SAME DIAMETER AS TI-lE BOLT SHANK PLUS 1 /16n. PROVIDE WASHER UNDER BOLT HEADS AND NUTS. ALL THROUGH BOLTS LENGTHS ARE TO BE WIDTH OF MEMBERS PLUS 1" OR SIZE PER PLAN. LAG SCREWS ARE NOT TO BE DRNEN. DRILL HOLES FOR LAGS FIRST TO DIAMETER AND DEPTH OF THREAD, FOLLOWED BY DRILLING TO 75% OF SHANK DIAMETER AND DEPTH OF THREAD. WOOD SCREWS SHALL NOT BE DRIVEN. PROVIDE SUB-DRILLED HOLES FOR ALL SCREWS OR USE SELF- DRIWNG SCREWS. TIGHTEN BOLTS AND SCREWS AT INSTALLATION AND RETIGHTEN JUST PRIOR TO COMPLETION OF PROJECT. ALL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BE PER UNIFORM BUILDING CODE S129 NAIL AND CONNECTION SCHEDULES. LUMBER QUALITY: ALL LUMBER TO BE DOUGLAS FIR. GRADE NO. 1 SELECT, SMOOTH FOUR SIDES, UNLESS OTHERWISE NOTED PER PLANS. ALL LUMBER SHALL BE IDENTlFIED AS TO SPECIES, GRADE, AND STAMPED BY WEST COAST LUMBER INSPECTION BUREAU. PRESSURE IBEAIEP I UMBER: ALL WOOD BEARING ON CONCRETE MASONRY, ON OR BURIED INTO GRADE. OR SPECIFlED PER PLANS SHALL BE PRESSURE TREATED DOUGLAS FlR NUMBER 2 UNLESS OTHERWISE NOTED. HARP:WABE= ALL NAILS, CONNECTORS, OR OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINlNG NOTES) TO MATCH WOOD FINISH. 10. FOOTINGS: CONCRETE FOOTINGS SHALL BE Of THE SIZE AND lYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FlRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. 11. QE[ECfS: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGH GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. G. TUBULAR STEEL / METAL NOTES 1. SCOPE Of WORK· CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBULAR STEEL / MITAL WORK INDICATED ON THESE PLANS. 2. Pl AN YEBJACAJJON: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. I !CJ;NSf: THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 CALIFORN!A UCENSED TUBULAR STEEL FENCE CONTRACTOR. 4. UN\fORM BUU,OJNG CODE= ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPUCABLE GOVERNfNG AGENCIES. 5. RE;LQ VERJFlCA]QN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTJFIED IMMEDIATELY OF ANY DISCREPANCIES . 6. WQRKUANSHtp; ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAJGHT ANO TO LINE AND HEIGHT, LEVEL WITH ACCURATE ANGEL AND SURFACES AS INDICATED ON DRAWINGS. 7. MATERIAi STANDARDS: AU. METAL WORK SHALL BE FREE OF DErECTS WHICH IMPAIR SlRENGTH, DURAB!UlY AND APPEARANCE. STEEL BARS, PLATES, ETC. SHALL CONFORM TO ASTM A-36. 8. WELDING, WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12-1 ANO REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. WELD ALL CONNECTIONS CONTINUOUS AND SOUD. GRIND ALL WELDS SMOOTH. 9. FOOllNyS: CONCRETE FOOTINGS SHALL BE OF THE S!ZE AND TYPE PS INDICATED ON DRAWINGS OR PS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FlRM ANO STABLE AND CONCRETE WlLL NOT BE EXPOSED. 10. J;Aeli, CONTRACTOR SHALL CAP ALL EXPOSED ENDS OF TUBING. 11. .fAlt:H: ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT OXIDE BASE PRIMER AND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINISH PER DRAWINGS. 12. CL,EANIN;G: AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FlELO WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR 1HE SHOP COAT LEAVING ALL SURFACES READY TO RECE!VE FINISH COATS. 13. P:EfECJS: ALL DEFECTS IN TUBULAR STEEL/METAL WORK SHALL BE CORRECTED THROUGH THE GUARANTEE HEREIN, AT THE CONTRACToR·s EXPENSE TO THE SATISFACTION OF THE OWNER. H. PAINTING AND STAINING NOTES 1. SCOPE PE WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE SANDING, PRIMING, PAINTING OR STAINING OF ALL MATERIALS INDICATED ON THESE PLANS. 2. PLAN '(ERlf{CA]lQN: THE CONTRACTOR SHALL NOTIFY OWNER ANO LANDSCAPE IMMEDlATELY ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. lJN]fQRM BIYI Dttffi COQE: ALL PAJNT!NG AND STAINING SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 4. FIELD yERIFJCATIQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOT!FlED IMMEDIATELY OF ANY DISCREPANCIES. 5. MAifBf,U $· ALL PAINTS AND STAINS SHALL BE AS INDICATED ON DRAWING AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL PAINT SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE AIR POLLUTION CONTROL DISTRICT. PAINT SHALL BE HOMOGENOUS, FREE or CONTAMINANTS AND OF A CONSISTENCY SUITABLE FOR THE USE FOR WHICH IT IS SPECIFlED. THE PIGMENT SHAU. BE PROPERLY DISPERSED THROUGHOUT THE MATERIAL SUCH TI--lAT THE PIGMENT DOES NOT SETTLE APPRECIABLY, DOES NOT CAKE OR THICKEN IN THE CONTAINER, OR BECOME GRANULAR OR CURDLED. 6. QELJVEBY: PAINT MATERIALS SHALL BE DELIVERED TO THE WORK SITE IN NEW, UNOPENED, AIRTIGHT CONTAINERS, APPROPRIATELY IDENTIFIED WITH THE MANUFACTURER'S NAME, DATE OF MANUFACnJRE, TYPE OF PAINT OR PAINT MATERIAL A AND LOT OR BATCH NUMBER. 7. fXfClffiQN: PAINT SHALL BE APPLIED ONLY ON THOROUGHLY DRY SURFACES AND DURING PERIODS OF FAVORABLE WEATHER. SURFACES TO BE PAINTED OR STAINED SHALL BE FREE FROM DUST. GREASE, OR OTHER DEL£TERIOUS SUBSTANCES THAT WOULD PREVENT BONO!NG. 8. AfPllCAl}QN: PAINTING SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND IN ACCORDANCE WITH AU. CODES AND REGULATIONS. UNLESS OTHERWISE SPECIFlED, PAINT SHALL BE APPUEO BY BRUSH, ROLLER OR SPRAY METHODS. FlNISHED SURFACES SHALL BE UNIFORM AND FREE OF DEFECTS (DRIPS, RUNS BRUSH MARKS, THINK AREAS, ETC.). 9, PAtNTING I IJMB£B: UNLESS OTHERW1SE SPECIFIED, ALL NEW LUMBER REQUIRING PAINTING SHALL CONSIST OF A PRIMER AND TWO FlNISH COATS FOR WOOD S1RUC1URES. WOOD SURFACES DESIGNATED TO BE PAJNTED SHALL BE CLEANED. WHEN PERMITTED BY THE JOB SUPERINTENDENT, THE FIRST COAT OF PAINT MAY BE APPLIED PRIOR TO ERECTION. AFTER THE FIRST COAT HAS DRIED AND THE LUMBER IS IN PLACE, ALL CRACKS, CHECKS, NAIL HOLES. ETC. SHALL BE PUTTIED FLUSH WITH THE SURFACE AND ALLOWED TO DRY BEFORE THE SECOND COAT IS APPUED. SKIPS, HOLIDAYS, THIN AREAS OR OTHER DEFICIENCIES IN ANY ONE COAT OF PAINT SHALL BE CORRECTED BEFORE THE SUCCEEDING COAT IS APPLJED. THE SURFACE OF ANY PAINT COAT BEING COVERED SHALL BE FREE OF DELETERIOUS MATERIAL BEFORE ADDmONAL PAINT IS APPLIED. 1 o. SURFACE PBrPARATION FOR PAINTING GALW.NJZED SURFACES; GALVANIZED SURFACES SHALL BE PREPARED FOR PAINTING BY HAND SCRAPING OR WIRE BRUSHING. AFTER HAND CLEANING, ALL GALVANIZED SURFACES SHALL BE CLEANED BY SOLVENT CLEANING PROCEDURES FOR REMOVING DETR!MENTAL FORE!GN MATTER SUCH AS OIL, GREASE, SOIL, ETC. AffiR WASHING, ALL AREAS SHALL BE ROUGHENED BY ABRASIVE BLASTING. GALVANIZING SHALL NOT BE REMOVED BY THIS OPERATION. 1 L FXISDNG W00Q $08FN£ PRfPARADON: WOOD SURFACES SHALL BE PREPARED FOR PAINTING BY REMOVING ALL CRACKED OR PEELED PAINT, LOOSE CHALKY PAINT. DfRT AND OTHER FOREIGN MATTER BY WIRE BRUSHING, SCRAPING, SANDING OR OTHER APPROVED MEANS IMMEDIATELY PRIOR TO PAINTING. ALL SURFACES SHALL BE WIPED OR DRY BRUSHED TO REMOVE Ar--N DUST OR CHALKY RESIDUE THAT MAY RESULT FROM CLEANING OPERATIONS. ALL WOOD DESIGNATED TO BE PAINTED SHALL BE THOROUGHLY DRY BEFORE PAINT 1S APPLJED. 12. F)NISH SAMP),E, CONTRACTOR SHALL PROVIDE OWNER WJTH A SAMPLE Of ALL PAINTS AND STAINS COLORS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT. 13. QEFEQTS: THE CONTRACTOR SHALL PROTECT AU. PARTS OF THE STRUCTURE OR ADJACENT IMPROVEMENTS AGAINST DISFlGUREMENT PS A RESULT OF ITS PAINTING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO VEHICLES, PERSONS OR PROPERlY AND SHALL PROVIDE AT ITS EXPENSE PROTECTNE MEANS TO GUARD AGAINST SUCH DAMAGE. MJSDesign Group ;~ Landscape Architecture Planning s Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com BUILT DATE:s;--->~ur z 0 (,/) ~ _,J _,J - ~ u 0 (/') (/') -<( w ;::: <( 0 u --' (,/) z ~ I ::) 1 ::E I-::E ...J ::> (I) 0 0 -0 u <( (,/) oz -I wO ::E ~ 1l u <( 0 • ·a c.. uu L 0. Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: I. 07-10-06 OWNER & COASTAL COMMENTS Job No.: 10172,00 Drawn By: MJS Check By: MJS Plan Dote: 2-23-05 Scale: NO SCALE litle: CONSTRUCTION SPECIFICATIONS Sheet No.: LC-3 j 8 .___ ____________________________________________________________________________________________________ _l_j_ ________ ___J6 -~ r •. I - -- I I I I 3.08 ' ~' r---. -•II -' -' -' - l i I ... . , .. -~ ~w .. •• ,'/.t." ¾" ~ -e<'u = 9Z2l 7:: TN 0 . . ~ '-1'--'/4" ""I, '/4" fj '--'/4"-"v ' •. V ¾R ' "-I /A -,, I" -~({ ' ¾" -., ' , f I ·(=' -Ill -~ <'.~~ r o~-:-... I I I I I I tu w I V') V') -I I 1-w ~-' II LJJ z :::i g IRRIGATION LEGEND SYMBOL Q HF rn E.ii!I CJ [:;iii @@ @@@ qi O El @lo e 111D QJ) Ell) 4' !, "' q:, 0 (l) [jl □ EE Ill D 1B .. ... A ' Cl <1 ' Iii [I u D ~ i!IM ® NOSYMBOL MANUFACTURER/MODEL RA/NB/RD /8/2-PA-ISSST RA/NB/RD /812-PA-15ESr RA/NB/RO /8/ 2-PRS-I555T RAINBIRD IB/2-PRS-/5ESr RA/NB/RO 1804-Pl!S-5 Q,H RA/NB/RD 1804-PRS-8 Q,H.F RA/NB/RD 1804-PRS-I0Q,H,F RA/NB/RO /804-PRS-l 2 Q,H,F RA/NB/RD 1804-PRS-15 Q,H.F RA/NB/RD 1812-PRS-8 Q,H.F RA/NB/RD /8/2-PRS-J0Q,H,F RA/NB/RD 1812-PRS-12 Q,H,F RA/NB/RD 1812-PRS-15 Q,H,F RA/NB/RO PA~ Q.H.F RAINB/RDPA-85-I0Q.H.F RA/NB/RD PA-8S-l2 Q.H,F RAINS/RD PA-8S-/5 Q,H,F RAINBIRD 1812--PRS-5-B Q,H,F RA/NB/RO 18/2-1402 RAINS/RD ' 27.5 270.5 -er:,-' -' -' -' -' -' -' -' -' -' ~ ' --' -' -' -' ..... ' -' -' 64'➔ ,;--64' ' ,._ 2'➔' ,40'➔ f--40' () I 07' ➔ ··lW' ' ' . . " ;.[-.. : ,.~/4,; p_· • " .. J .. .. • ·. ·. .. . " .. -• :.-1" ?1,i~_-= .,¾". . ;¾_" 1/.t_ : · 1¼"rl" . . ti"· -1· _·;f 1• ·, .. . . . ~~ =~ ~ ~ ~ /;;il ~~ • ..,_a ~ ~ 23.5 PACIFIC COAST HIGHWAY -' -' -' -' ' -' -' -' -' -,_c:r:;,-,~-' f--107'025'-f--25' 64'➔ ,;-.-64' 43' ➔ f--43' 25' ➔ '" ... I" Ji .. p . //◄"'ii 11"1¾ I l/4" I 1¾" ¾" ,'/4" • K•K· !X!W -{!)---{!J--BH~ .,.._. -• ,!C • ~SHB 8)-{Jt)-{8: "\!)""\Bl-lBJ-ll)-8)-{B)-{8 8.Xl!J 8K_8..H.¥ • • 8)-{!)-' BJ-l.!il.K.IIJ -' -' -' --' f--25' J'➔ ,.,, I \",-1" I" II" I BJ-{l-}-{11 BJ-lB}-&K!)--\11 •x• -{BJ-{a •x• 23.5 -er:;,-' -' -' 'i----3' 45' ➔ "1¾" r¾ a..,,,_&J-{B s)-@-@-~>-©-®-e --®---@-4 0_1-$-\ --------m.-: -' - " ¾" ®-@K!l - I ' , I .i.:¾ ........ tu w I V') V') ' l l 17 \ HD r,7 l ,-\ ~ " \ -·• -. r+, 3;,1 \ I nr-t---J \ 3,11 r+, \. -•n ,-~ ~ .\.-1/~ ..._ 1¾" I 1- w w V') LJ.-J ---.:1( ss \l Lj..J L .µ ' ,.--.,.. il) .. ~~4• 82'-, -I I-' -' -' -' -' \__~-5 11.7 I" ®21.2 / I" 1-1-1 -rfl!!:""_ ',,--C-' f--45''-.).' 2' .C, 68'- ' " IR ¾11 -93' rl\l 122'~ l-1-1 ¾" " L _Jl'v1 ,_ ' -' -' -' L _J 4-' l'v1 --4-' -4-' -4-' r-1 - ,~.,.,. ' ' ii:" <'--82' 98' ➔ (--98' 106' --) -I 1-1 -' -' -' -' -' -' -' -! I-' --' --' -~ ®25.4 I" HAMPDEN ROAD I PACIFIC COAST HIGHWAY r--,. ft::a\8.5 /~ ,_1_,T,_, 68' ---c' 8.5 ,_ ®11.2 / I" ,, µ LU LU " ' -' --' -' -' <-106'il 117' -, -I I-' -' LU L _J LU LU ' ,;--117' ~ 3•~>11 ¼"9]' ' ➔ -' -' -' -' -' -' -I I I-' -' -~ ®24.8 I" GENERAL IRRIGATION NOTES ' - I - UJ z :::i g w z -_j I u ~ I: ALL CITY OF "NEWPORT BEACH" AND STATE LAWS, RULESANDREGULATIONSGOVERNING.ORRELATINGTOANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. _, I -I ---I -I ~I -I -I -I -l -I _, -1-1 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BE1WEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. i OESCRIPTION PSI GPM PRECIP. RATE RADIUS QTR. HALF FULL 12• RISER SHRUB SIDE STRIP SPRAY 30 1.21 12" RISER SHRUB END ST1llP 5PRA Y 30 0.61 12' POP-UP SHRUB SIDE STRIP SPRAY 30 1.21 12' POP-UP SHRUB END STRIP SPRAY 30 0.61 4' POP-UP TURF SPRAY 30 0./0 0.20 /.83 4' POP-UP TURF SPRAY 30 0.26 0.52 1.05 /.83 4' POP-UP TURF SPRAY 30 0.39 0.79 1.58 l.75 4' POP-UP TURF SPRAY 30 0.65 1.30 2.60 2.01 4' POP-UP TURF SPRAY 30 0.92 1.85 3.70 1.83 12' POP-UP SHRUB SPRAY 30 0.26 0.52 1.05 2.37 12" POP-UP SHRUB SPRAY 30 0.39 0.79 1.57 1.75 12" POP-UP SHRUB SPRAY 30 0.65 1.30 2.60 2.01 12" POP-UP SHRUB SPRAY 30 0.92 1.85 3.70 1.83 12' RISER SHRUB SPRAY 30 0.26 0.52 1.05 2.37 I 2' RISER SHRUB SPRAY 30 0.39 0.79 1.57 1.75 12' RISER SHRUB SPRAY 30 0.65 1.30 2.60 2.01 /2"RISERSHRUBSPRAY 30 0,92 1.85 3.70 1.83 12' POP-UP SHRUB BUBBLER 30 0.25 0,50 /.83 SHRUB 1RJCKlE BUBB!.ER 30 0.50 ALL SHRUB SPRAY HEADS INSTALLED FARTHER THAN FIVE (5) FEET FROM PAVING. CURBS, SIDEWALKS. STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED ON A RAIN BIRD PA.SAS SHRUB ADAPTER WITH THE NOZZLE AS SHOWN 4'x30' 4'x 15' 4'x30' 4'x 15' 5' 8' 10' 12' 15' 8' /0' 12' 15' 8' 10' 12' 15' 5' 3' SYMBOL §I :a & (I) () ~ _I_ I_ V MANUFACTURER/MODEL EXISTING l'WATERMETER FEBCOB25Y /RRJTROL WILKINS KING BROS. RA/NB/RD RAINBIRD ASAPPROVED SCH 40 UVR '"BROWNlJNE" PVC PIPE As-APPROVED As-APPROVED RA/NB/RD FOR MAINLINE CONTINUATION AND ~ P.O.C. SEE COMMUNITY ENTRY PLANS BY MJS ~ DESCRIPTTON SEE COMMUNITY Ei'fTRY PLANS BY MJS FOR LOCA TJON SEE COMMUNfTY Ei'fTRY PLANS BY MJS FOR LOCATION SEE COMMUNITY ENTRYPUWS BYMJS FOR LOCATION CAST IRON FLANGED BALL VALVE-J" & LARGER BLOCKED TRUE UNION PvC -2" & SMALLER (LOCATE IN PLANTER AREAS -SHOWN FOR CLARITY ONLY) 44RC 1• QUICK COUPLER VAL VE PEB SERIES PLASTIC El.ECTRIC REMOTE CONTROL VALVE (SIZE AS SHOWN ON PLAN) NON-PRESSURE LATERAL PvC PIPE CLASS 200 FOR SIZES 3/4" -J" W/ PvC SCH. 40 FITTINGS - BURY MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN). LATERAL UNE ON GRADE (SIZE PER PLAN) PRESSURE MAINLINE SCH. 40 PvC IN PLANTER AREA FOR SIZES 3/4" - I 1/2", FOR2" & LARGER USE CLASS JI 5 PvC-BURY MIN. 18" BELOW GRADE (SIZE AS NOTED ON PLAN). PvC PIPE SCH. 40 SLEEVING, lWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED- EXTEND 12" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ITC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. VAN NOZZLE 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERINGORARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEQNNING WORK. 5 THIS DESIGN IS DIAGRAM MA TIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 DO NOTWILLFULLYINSTALLANYEQUIPMENT P>£ SHOWN ON THE Pl.ANS WHEN IT IS OBVIOUS INTHE RELDTHAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBIUTY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND ST ATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN lWO DIRECTIONS FROM THE CONTROLLER. 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN ASCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH P>£ SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE P>£ SHOWN ON THE PLANS. 10 ALL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVERAREAS WHERE POSSIBLE. ALL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. 11 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENTOVERSPRAYONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES. BUT NOT LIMITED TO. ADJUS71'1ENT OF DIFFUSER PIN OR ADJUSTMENT SCREW. REPLACEMENT OF PRESSURE COMPENSATING SCREENS. REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 12 INSTALL ANTI-DRAIN VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN ANTI-DRAIN VALVE. 13 TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. VALVE KEY: rv~r::- A-9 23.18 \_ VALVE SIZE 20 40 MJSDesign Group,~ Landscape Architecture Planning Design Cannery Village 511 30th St Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com AS BUILT DATE: C-3-6 r z 0 (/') ~ ...J ...J u ~ 0 (/) (/) ----<( w >--<( 0 I-u --' (/') z 0:::: I ::> 1 ~ I-~ _J :::, (I) 0 0 -0 u -<( (/') oz -I LU 0 ~ 0:::: u u -<( 0 m ·a c.. uu ~ 0.. Issued for: BUILDING DEPT. CONTRACTOR BID Revisions: 1,&-10-06 OWNER&COASTALCOMMENTS Job No.: 10172.IJO Drown By: MG Check By: MJS Plan Date: 2-23-05 Scale: I"= 20' Title: IRRIGATION PLAN Sheet No.: LI-1 g i3 ~ LU °' ::, 1-u -~ :i: ~ < ~ 3 ~ f @ E ~---------------------------------------'----------------------------------------------------------------------------------------------------------L-1 _____________ _Jl) • ------FINISHED GRADE IN TURF AREAS r------PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QO/" ONTO LID. i--:-QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUS CLEAR VALVE BOX 7ITira~:::9~+:=::J~~~......,,'-------FINISHED GRADE IN SHRUB AREAS ;=;=' I 11~~ ™111!M11i ~ ~ I I I ·11111 i' I I 11 I f NOTE: i--:'----------ll-Li=il.1=~--QUICK COUPLER VALVE SEE LEGEND FOR SPEC. ~l-"-----1\------STAINLESS STEEL CLAMP _..,.----BRICK SUPPORTS _..,.---DURA PRE-ASSEMBLED SWING JOINT WITH ONE PIECE BRASS MIPT NIPPLE MOD.# I-Al912 C..--~~~'f-----MAINLINE, SEE SPECS. ----------#4x 36' REBAR STAKES, 2REQUIRED ~--------LANDSCAPE FABRIC ~----------3/4" ROCK, I CUBIC FT. • USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL @ QUICK COUPLER Scale: N.T.S. QUK--CPR DIMENSION A B C 1/2" TO 3• IN SIZE 18" 12" 4' 4" TO 6" IN SIZE 24" X 4" LEGEND: CD FINISH GRADE @ CLEAN COMPACTED BACKFILL Q) NON-PRESSURE LATERAL LINES, SEE SPECIFICATIONS © CONTROL WIRES, SEE SPECIFICATIONS © UNDISTURBED SOIL © PRESSURE MAINLINE, SEE SPECIFICATIONS NOTE: I. LATERAL LINES SHALL BE INSTALLED PITCHED AT I% SLOPE TO DRAIN TO LOW POINT FOR WINTERIZATION 6" OR AS NOTED SECTION i--:-WALL, CURB, SIDEWALK, ETC. ,1-+-,L--,1-+---FINISH GRADE ,,---PVC SCH 80 RISER ,,---DOUBLE SWING JOINT ASSEMBLY ~--LATERAL LINE (SIZE AS NOTED ON PLANS) @ PIPE INSTALLATION Scale: N.T.S. @ POP-UP SPRAY HEAD P!P-INS Scale: N.T.S. SPY.POP 3 LEGEND: CD VALVE BOX INDENTIFICATION (SEE DETAIL THIS SHEET) @ FINISHED GRADE IN TURF AREA Q) PLASTIC ROUND VAL VE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND ----t4 WASHER. HEAT BRAND "GV" ONTO LID. © FINISHED GRADE IN TURF AREA © GATE VALVE W/ HAND WHEEL © BRICK SUPPORTS Q) 6" PVC CL. 160 PIPE @ ONE CUBIC FOOT 3/4" CRUSHED GRAVEL SCH 40 PVC COUPLING © SCH 40 COUPLING @ IRRIGATION MAINLINE --O'----L-l)__l----' @ SCH 80 PVC T.O.E. NIPPLE, 6" LONG SECTION @ BALL VALVE Scale: N.T.S. ~-----LOWVOLTAGE WIRES, 3 MAXIMUM ~--OUTER CASE OF CONNECTOR ,--- ----~ I ~~---C::::>E~ ~~ L __ _ STRIP AND TWIST WIRES FOR PROPER ---~ CONNECTION CRIMP COPPER SLEEVE INSTALLED -----~ WITH RECOMMENDED TOOL CONNECTOR INSERT NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. VAL-BAf_ 0 z w ~ ...J t, gz a:'. w ll.. SECTION ~f------(2 i--:---fJ LEGEND: CD SPRAY/BUBBLER HEAD -SEE LEGEND FOR SPECIFICATION @ SCH 80 PVC NIPPLE, TWO REQUIRED LENGTHS AS REQUIRED Q) SPRING TYPE ANTI-DRAIN VALVE © FINISHED GRADE © UNDISTURBED SOIL © SCH 40 PVC THREADED COUPLING Q) PRE-ASSEMBLED TRIPLE SWING JOINT, PVC TYPE, WITH O-RINGED JOINTS, MIPT INLET AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET. @ SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE © NON PRESSURE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTES: I. INSTALL BUBBLER HEADS WITHIN WATERING BASIN CONSTRUCTED DURING PLANTING 2. ADJUST BUBBLER TO PREVENT WATER FROM SPRAYING DIRECTLY ONTO TREE TRUNK @ SPRAY HEAD ON RISER Scale: N.T.S. SP'l'-RJS DIMENSION A B C D 1/2" TO 4• 1N SIZE 36' 24" 24" 4" MJSDesign Group ·~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com DATE: c-s---o?- z 0 V) ~ _J _J -~ u 0 (/) (/) --<( w <( 0 >-u I--' V) z 0:::: I ::J 1 ~ I-~ --l :::> (I) 0 0 -0 u <( V) oz -I IJ.J 0 ~o u u ID ·a a.. uu ~ c.. Issued for: BUILDING DEPT. CONTRACTOR BID Revisions: 1,&.-10-06 OWNER & COASTAL COMMENTS Job No.: 10172.00 Drown By: MJS Check By: MJS Plan Date: 2-23-05 Scale: SEE DETAIL Title: IRRIGATION DETAILS Sheet No.: w "' ~ ~ :i: ~ w c.. i ® © Ll-2 i ~-------------.____ _____________ ..____F_W_IR_E_C_O_N_N_E_C_T_IO_N ___ sc_ale_:_N.""""""'~c:.=~,____C_S_L_EE_V_E_. _IN_S_T_A_L_LA_T_IO_N __ sc_al_e:_N_.T,='.~~J.......J...._--------'1 J;,,... A. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. GENERAL NOTES B!OQIWG: IT SHALL BE THE OWNER"S RESPONSIBIU1Y IN INVJTING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUAU1Y AND TIMELY COMPLETION OF THE PROJECT. SCOPE Of WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS PER THE DRAWINGS AND SPECIFIED HEREIN. PLAN VERIFJCATION THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THORUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. UC£NSE: THE CONTRACTOR SHALL BE A C-27 CALIFORN1A STATE LICENSED IRRIGATION CONTRACTOR. ORDJNANCES AND REGULATIONS: ALL IRRIGATION WORK WITHIN THESE DRAWINGS AND SPECIFlCATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUN1Y & STATE). PERMITS AND INspECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR AUL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. Flf/ Q \IER!f}CATJQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE CONTRACTOR SHALl_ NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS lN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN IRRIGATION DESIGN. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRR!GATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILl1Y FOR ANY REVISIONS NECESSARY. LJAl!LE FOR ENCBQACHMENT: THE CONTRACTOR SHAUL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT -OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. MEIHQDS Of CONSTRIJCTION, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES. PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. .s.!.EEI:{: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. lffil ffiES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND EXISTING IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. LIABLE FOR DAMAGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, PROPER1Y, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. COORDINATION: CONTRACTOR SHAUL COORDINATE ALL CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. IRRIGATION PLANS: THE IRRIGATION PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTAULED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, PLANTING, ARCHITECTURAL FEATURES AND EXISTING UTILITIES. INTENT OF IRRIGATION DESIGN IS FULL COVERAGE, BALANCED SYSTEM. Dlt,/fNSIO/,I, ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. IRRIGATION NOJES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTAULED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. PQM Of CONNECTION (p O C ) VERIFICATION: LOCATION OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS MAYBE APPROXIMATE ONLY. THE CONTRACTOR SHALL APPROVE FINAL (P.O.C.) LOCATION WITH THE OWNER (JOB SUPERINTENDENT) THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO THE METER (P.0.C.) AT EACH POINT OF CONNECTION. MAT£RIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. FlTTJNGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAYBE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING AUL OF THE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FlTTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. NOTICE OF COMP! ETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. OPERADNG INSJBl.JCTIONS: AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING INSTRUCTIONS. SITE MAJNTENANCE: CONTRACTOR SHAUL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. GUARANTEE: THE ENTIRE IRRIGATION SYSTEM INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP. AND SHALL BE MAINTAINED IN PREFECT WORKING ORDER FOR ONE (1) YEAR FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE REPAJRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. 8. 1. 2. 3 .. 4. C. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. FIELD OBSERVATIONS REOURED FlEI P OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WIUL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVJDE "FULL" CONTRACT SERVCES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHOR!ZEO MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, !N THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVJDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT). AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAMS. EIFJ D QBSER\IATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FOR1Y-EIGHIT ( 48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK. WITH ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FOR1Y- EIGHT (48) HOURS IN ADVANCE. CLOSING Of NON IN$PECTED WORK THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHAUL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB SITE MfEIINGS AND REOU/RED IN$PECTIONS: A. PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK B. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT. C. PRESSURE TEST IRRIGATION, MAINS AND lATERAI.S D. IRRIGATION COMPUETION / COVERAGE TEST UPON COMPLETION OF THE IRRIGATION SYSTEM INSTALLATION AND PRIOR TO ANY PLANTING, THE CONTRACTOR SHALL ADJUST SPRINKLER HEADS TO EVENLY AND PROPERLY DISTRIBUTE THE RATE OF PRECIPITATION OF THE WATER AND SHAUL DETERMINE IF THE COVERAGE OF THE PLANTING AREAS IS COMPLETE ANO AOEQUAlE. CONTRACTOR SHALL MAKE ADJUSTMENTS TO PROVIDE OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY OVER SPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DISCLOSED BY THE COVERAGE TEST. MATERIALS NOTES GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. PB£SSURfD UAJNLINE: PIPE FROM SOURCE OF SUPPLY TO CONTROL VALVES AND HOSE BIBS 2"" OR LARGER SHALL BE CLASS 315 SDR 13.5 1YPE 122D P.V.C. CONFORMING TO ASTM D2241, ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL PIPE LESS THAN 2" SHALL BE SCHEDULE 40 1YPE 1220 P.V.C. CONFORMING TO ASTM 01785, ASTM D1784 ALL PLASTIC PIPE SHALL BE MARKED SHALL BE EXTRUDED FROM VIRGIN MATERIALS WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. LATERAi LINE BELOW GRADE: NON-PRESSURIZED LATERAL LINE PIPE SHALL BE CLASS 200 SDR 21 1YPE 1220 P.V.C. CONFORMING TO ASTM D2241, D1784. P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. LATERAL LINE ON GRAPE= NON-PRESSURED LATERAL LJNE PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING TO ASTM D1785, ASTM D1784 AND ASTM G-53. MANUFACTURED BY BROWNL!NE PIPE COMPANY OR AS INDICATED ON LEGEND. P.V.C. PIPING SHAUL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. Pl ASTIC PIPf ITTTINGS: SHALL BE SCHEDULE 40 P.V.C. (CONFORMING TO ASTM D1785, D2466) TAPERED SOCKET 1YPE, SUITABLE FOR EITHER SOLVENT WEUD OR SCREWED CONNECTIONS, FLANGE AND SADDLE TEES WIUL NOT BE ALLOWED. SOLVENT SHALL BE f,S RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. BRASS Plf'E AND FlTTJNGS: BRASS PIPE SHALL BE RED BRASS, SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATIONS NO. WW -P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-460. COPPER PlPE AND FlTTJNGS: COPPER PIPE SHAUL BE 1YPE K (HARD-DRAWN) CONFORMING TO ASTM 888. FlTTING SHALL BE WROUGHT SOLDER JOINT 1YPE IN ACCORDANCE WITH ANSI B 16.22 JOINTS SHALL BE SOLDERED IN ACCORDANCE TO ASTM 8-206 AND FEDERAL SPECIFlCATIONS QQB 00655. STffl PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 4D MILLED STEEL SCREWED PIPE wrrn MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS. STEEL PIPE SHALL BE INSTAULED ON GRADE SECURED TO SURFACE PER DETAIL. BALL VALVES: SHAUL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. 125 P.S.I. MINIMUM, HEAVY DU1Y, FEDERAL SPECIFIED, CROSS HANDLE. INSTAUL WITH N.D.S. 1YPE PLASTIC OR EQUAL ACCESS BOX AND LID. CON1ROL VALVES: SHALL BE AS INDICATED ON THE DRAWINGS WITH FLOW ADJUSTMENT AND MANUAL BLEED DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, IN ONE OF THE FOLLOWING 1YPE BOXES AS INDICATED ON THE DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING SEQUENCE INDICATED ON THE DRAWINGS. CONTROL )VIRE, CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRONIC CONTROL VALVES SHALL BE UF, SOLID COPPER WIRE, VlNYL INSULATED 600 V. RATING, FOR DIRECT BURIAL INSTALLATIONS. CODING SHALL BE COLOR WIRE FOR PILOT WIRE. WHITE FOR COMMON GROUND WIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGE BURIED 18" BELOW GRADE. USE APPROVED WATER PROOF WIRE CONNECTORS AND SEALER ON ALL SPLICES. A 24" EXPANSION PIG TAIL C01L SHALL BE PROVIDED AT EACH CONTROL VALVE AND AT EACH CHANGE IN DIRECTION OF THE WIRE RUN. WIRING SHALL OCCUPY THE SAME TRENCH AND SHAUL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. 12. 13. 14. 15. 16. 17. 18. 19. 2D. D. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. AUTOMATIC CONTROi I ER, SHALL BE AS INDICATED ON THE DRAWINGS. COMPLETE WITH ELECTRICAL HOOKUP AND PROPER MOUNTING. ANY CONTROL WIRE EXPOSED AT THE CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT OF THE SIZE REQUIRED. OUTDOOR CONTROLLERS SHALL BE WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH AN ON/OFF SWITCH FOR 11D VOLT POWER SUPPLY TO CONTROULER. IRRj('.ATION HEADS: SHALL BE OF THE TYPES AND SIZES INDICATED ON THE DRAWINGS. ALL HEADS SHALL BE ADJUSTABLE, RISER NIPPLES SHALL BE THE SAME SIZE AS THE RISER OPENING IN THE BDDY. RACKFLOW DEYJCES: BACKFLOW PREVENTORS AND/OR VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. INSTALLED TO MEET LOCAL CODES. ALL IRRIGATION SYSTEMS USING POTABLE WATER SOURCE REQUIRE BACKFLOW PREVENTION. CHECK VALVES: CONTRACTOR SHALL INSTAUL ANTI-DRAIN VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN ANTI-DRAIN VALVE. ATMOSPH£RIC VACUUM BREAKERS: SHALL BE HEAVY DU1Y BRASS AND FEDERAL SPECIFIED. INSTALL ON NON-CONSTANT PRESSURE LINES (LATERAL LINE) PER MANUFACTURE"S SPECIFICATIONS. LOCATION PER DRAWINGS. PRESSURE REGULATORS: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS SPECIFIED PER DRAWINGS. OIJICK COIJPI ER$: SHALL BE HEAVY DUTY BRASS WITH COLORIZED RUBBER COVER AND TWO (2) PIECE BODY DESIGN. LOCATION PER DRAWINGS. ~: ALL RISERS TO QUICK COUPLERS AND BACK FLOW DEVJCES SHAUL BE SCHEDULE 40 BRASS OF THE REQURED SIZES, RISERS TO IRRIGATION HEADS SHALL BE SCHEDULE 80 TYPE 1220 P .V.C. CONFORMING TO ASTM 2464. VALVE BOXES: INSTALL ALL VALVES, EXCEPT ANTI-SIPHON VALVES, IN PREMOLDED HIGH IMPACT PLASTIC VALVE BOX. USE ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH GREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER POSSIBLE. PLASTIC PIPE NOTES HANDUWG: THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING AND STORING P.V.C. PIPE AND FITTINGS. AUL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO NDUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY POINT. P.v.c. PIPE AND FITTINGS SHALL NOT BE STORED IN DIRECT SUNLIGHT. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED. LOCATION$: PIPE LINES SHALL BE INSTALLED IN THE LOCATIONS AND OF TlHE SIZES SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS IS SHOWN UNDER PAVED AREAS BUT RUNNING PARALLEL AND ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAWINGS IS TO INSTALL THE PIPING IN THE PLANTING AREA. PIPE Cj FARANCE: UNDERGROUND LINES UP TO 2" INCLUSIVE SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF 12" FROM LINES OF OTHER TRADES. THIS REQUIREMENT DOES NOT APPLY TO ANY LINES CROSSING AT ANGLES FROM 45· WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN THESE ANGLES. NO LINE SHAUL BE INSTALLED PARALLEL TO AND DIRECTLY OVER ANOTHER LINE. ASSEMBLY: AUL PIPE SHAUL BE ASSEMBLED FREE FROM DIRT. THE MAIN UNE SUPPLY SHALL BE FLUSHED OUT AND TESTED FOR LEAKS BEFORE BACK FIULING AND WITH CONTROL VALVES IN PLACE AND BEFORE LATERAL PIPES ARE CONNECTED TO VALVES. EACH SECTION OF LATERAL PIPE SHALL BE FLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED. UNDER CONCRETE: GENERALLY, PIPING UNDER CONCRETE SHALL BE DONE BY JACKING, BORING OR HYDRAULIC DRIVING. WRITTEN PERMISSION TO CUT OR BREAK SIDEWALKS AND/OR CONCRETE MUST BE OBTAINED FROM THE OWNER'S AUTHORIZED REPRESENTATIVE. NO HYDRAULIC RIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING. INSTAI IATION PROCEDURES: EXCEPT AS NOTED IN OTHER PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS, INSTALLATION OF PIPE AND FlTTINGS SHALL BE AS OUTLINE IN MANUALS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFlCATION. PLASTIC PIPE SHALL NOT BE LAID WHEN THERE IS WATER IN TRENCH. PJPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE FOR ALL PRESSURE MAINUNE PIPE 3" AND LARGER. PROVIDE A MINIMUM 18" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE UP TO AND INCLUDING 2 1/2". PROVJDE A MINIMUM OF 12" OF EARTH COVERAGE FOR ALL NON PRESSURE LATERAL LINES. SITE MAINTfNANCE: ALL LUMBER, RUBBISH AND LARGE ROCKS SHAUL BE REMOVED FROM THE TRENCHES. PIPE SHALL HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. PAD THE TRENCHES WITH DIRT OR SAND IF THE SOIL IS EXTREMELY ROCKY. TREE I OCATIONS: TREE LOCATIONS TAKE PRIORl1Y OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. EXPANSION: PLASTIC PIPE WIUL EXPAND APPROXIMATELY SIX IN. (6") PER THOUSAND FT. (100D') BETWEEN DAY AND NIGHT TEMPERATURES IN HOT CLIMATE. THEREFORE, PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. PJPE MAINTENANCE: ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING OF THE PIPE. Sl,EEYJWG: IRRIGATION LINES THAT ARE UNDER STREETS AND PAVJNG OVER SEVEN (7) FEET WIDE SHAUL BE INSTALLED BY THE OWNER. SLEEVES UNDER PAVING AND STREETS SHAUL BE SCHEDULE 40 AND TWO TIMES THE DIAMETER OF THE PIPE AND/ OR ADEQUATE FOR INSTAULATION OF WIRE. SLEEVING SHALL BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO BEGINNING OF WORK. .J.O!NIS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS. THREADED CONNECTIONS: ON PLASTIC TO STEEL CONNECTIONS, THE CONTRACTOR SHAUL WORK THE STEEL CONNECTIONS FIRST. NON-HARDENING PIPE PERMATEX #2 TEFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO STEEL JOINTS, AND LIGHT WRENCH PRESSURE IS ALL THAT SHALL BE USED. SOLVENT CONNECTIONS: FOR P.V.C. PIPE CONTRACTOR SHALL USE SOLVENT PRIMER AND SOLVENT CEMENT RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO ASTM D-2564. FOR UVR-P.V.C. SOLVENT CEMENT SHALL BE BROWNLINE BOND-TITE CEMENT (CONFORMING TO THE REQUIREMENTS OF ASTM D-2564) APPLY WITH AN APPROVED PRIMER PRIOR TO APPUCATION OF CEMENT. ALL PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR WILL MAKE SOLVENT WELD JOINTS WITH NON-SYNTHETIC BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: A. B. C. D. E. F. 16. 17. 18. 19. 20. E. 1. 2. 3. 4. 5. 6. 7. F. 1. 2. 3. 4. APPLY A LIBERAL. EVEN COAT OF SOLVENT TO THE INSIDE OF THE FITTING. THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE OUTSIDE OF THE PIPE, MAKING SURE THAT THE COATED AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET. INSERT THE PIPE QUICKLY INTO THE FlTTING AND TURN THE PIPE APPROXIMATELY 1/4 TURN TO DISTRIBUTE THE SOLVENT AND REMOVE AIR BUBBLES. HOUD THE JOINT FOR APPROXIMATELY 15 SECONDS SO THE FITTING DOES NOT PUSH OFF THE PIPE. USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT TO PREVENT WEAKENING THE JOINT. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PIPE IS NOT TWISTED, DISTURBING THE LAST COMPLETED JOINT. ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH. PRESSURE UNE TESTING: AUL TESTS ON PRESSURE LINES SHALL BE COMPLETE PRIOR TO BACKFILUNG; HOWEVER, SUFFICIENT BACKFlLL MATERIAL MAY BE PLACED IN TRENCHES BETWEEN FITTINGS TO ENSURE THE STABILITY OF THE LINE PRESSURE. IN ALL CASES, FITTINGS AND COUPLINGS MUST BE OPEN TO VISUAL INSPECTION FOR THE FUUL PERIOD OF THE TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT WELDED JOINT HAS HAD TWELVE ( 12) HOURS TO SET AND CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P .S.I. WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL BE REPLACED AND THE TESTS REPEATED. BACKEILLING Of TRENCHES: BECAUSE OF THE EXPANSION AND CONTRACTION OF PLASTIC PIPE, BACKFILLING SHALL BE DONE IN THE COOL PART OF THE DAY, ESPECIAULY IN HOT CLIMATES. TRENCHES SHAUL BE BACKFlLLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO A DRY DENSl1Y EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. TRENCHING ANO BACKEIWNG UNDER PA'l1NG: TRENCHES LOCATED UNDER WHERE PAVING, CONCRETE OR ASPHALT WIUL BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH RECOMMENDATION OF STRUCTURAL SOILS REPORT. PtASTIC PIPE GUARANTE£: SPECIFICATIONS AND LITERATURE SHALL BE SUBMITTED FDR APPROVAL PRIOR TO SUBMISSION OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTlNGS. DEFECTS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. IRRIGATION EQUIPMENT NOTES IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL BE INSTAU£D PER THE SPECIFlCATION AND RECOMMENDED INSTALILATION PROCEDURES OF THE MANUFACTURER AND CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUN1Y & STATE). TURF lRRKlATION HEADS: TURF IRRIGATION HEADS IN OPEN AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OF NOTIFlCATION BY THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE, FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING THE SYSTEM TO THE PROPER LEVEL DF THE PERMANENT GRADE. TURF IRRIGATION HEADS ALONG WALKS AND DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF INSTALLATION. IN NO CASE SHALL THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. SHRUB tRRIGATION HEADS: HEADS !N GROUND COVER AND PLANTING AREAS SHALL BE INSTALLED ON NIPPLES HIGH ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS DIRECTED, OR AS INDICATED ON THE PLANS. WHERE HIGH SHRUBS ARE PLANTED, LONGER RISERS SHALL BE INSTALLED AS DIRECTED BY THE LANDSCAPE ARCHITECT. SHRUB HEADS ADJACENT TO WALl&AYS DR PARKING SHALL BE INSTALLED ON AN APPROVED HI-POP HEAD PER PLAN. RISERS SHALL BE LOCATED AS SPECIFIED PER PLANS ADJACENT TO WALLS AND BUILDINGS ONLY. IN NO CASE SHALL THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. PRESSURE C'.OMPENSATING SCREENS: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING SCREENS IN IRRIGATION HEADS AS NECESSARY TD ENSURE UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. COt(TR()L VALVES: ALL CONTROL VALVES ON LINE SHALL BE INSTAULED AS INDICATED ON DETAILS AND BE THE 1YPE SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES IN SHRUB PLANTING AREAS WHEREVER POSSIBLE. BAC)<Fl QW OEV]CES: LOCATE BACKFLOW DEVICES, ATMOSPHERIC VACUUM BREAKERS AND ANTI-SIPHON VALVES IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY OWNER. DEFECTS: ALL DEFECTS IN INSTALLATION OF IRRIGATION EQUIPMENT SHAUL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFlED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. RECORD AND AS-BUILT DRAWINGS ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT. AS BU!LTS: THE CONTRACTOR SHALL PRDVJDE AND KEEP UP- TO DATE COMPLETE "AS-BUILT" DRAWINGS INDICATING LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTAULED. PRINTS FDR THIS PURPOSE MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET. CONTRACTOR SHAUL FURNISH -AS-BUILT" DRAWINGS TO OWNER UPON COMPLETION OF PROJECT. AS BU!LT FORMAT: BEFORE THE DATE OF FINAL OBSERVATION THE CONTRACTOR SHAUL TRANSFER AUL IRRIGATION INFORMATION TO AN OZALID SEPIA MYLAR, PRODUCED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT, IN INK AND SUBJECT TO APPROVAL OF THE OWNER. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS DF REFERENCES, BUILDING CORNERS, SIDEWALKS, UGHT POLES, ETC. THE LOCATION OF THE FDULOWING ITEMS. A. CONNECTION TO EXISTING WATER LINES. B. CONNECTION TO EXISTING ELECTRICAL POWER. C. GATE VALVES, BACKFLOW PREVENTION UNITS AND CONTROULERS. D. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSION MAX. 100'). E. IRRIGATION CONTROL VALVES. F. ROUTING OF CONTROL WIRE. G. QUICK COUPLING VALVES. H. OTHER RELATED EQUIPMENT AS DIRECTED BY OWNER. DE)UVERY: ON THE DATE OF FINAL APPROVAL THE CONTRACTOR SHALL DEL~ER ONE SET OF SEPIA MYLARS OF "AS-BUILTS" PLANS TO THE OWNER. DELIVERY OF MYLARS WIUL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILl1Y OF FURNISHING INFORMATION THAT MAY BE OMITTED FROM PRINTS. 5. 6. G. 1. H. 1. 2. CONTROLLER CHARTS: CONTROLLER CHARTS SHALL BE PREPARED BY THE CONTRACTOR AFTER APPROVAL OF THE "AS-BUILT". THE CHART SHALL SHOW BY COLOR CODING THE AREA CONTROLILED BY EACH AUTOMATIC IRRIGATION CONTROLLER. CONTROLLER CHART FORMAT: THE CONTROLLER CHART SHALL BE A XEROX REDUCTION OF THE "AS BUILT" TO THE MAXIMUM SIZE OF THE CONTROLLER DOOR WILL ALLOW (CONTROLLER SEQUENCE NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE AT THE REDUCED FORMAT). UPON COMPLETION THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO THE FINAL IRRIGATION FIELD OBSERVATION EQUIPMENT TO BE FURNISHED MAINTENANCE TOOLS: SUPPLY THE APPROPRIATE MAINTENANCE PERSONNEL WITH THE FOLLOWING TOOLS: A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF IRRIGATION HEAD AND VALVE SUPPLIED. 8. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. c.· ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY (5) QUICK COUPLING VALVE INSTALLED. D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF WORK AND BEFORE FINAL OBSERVATION CAN OCCUR. HOMEOWNERS ASSOCIATION (H.O.A.) RESPONSIBILITY AS-BUILTS: THE CONTRACTOR SHALL PROVIDE THE H.O.A. ONE (1) SET OF COMPLETE "AS BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR PRODUCED FROM THE LANDSCAPE ARCHITECT. MAINTENANCE PROGRAM: THE CONTRACTOR SHALL PROVIDE THE H.O.A. ONE (1) SET OF MAINTENANCE GUIDLINES AS RECOMMENDED BY THE MANUFACTURER/SUPPLIER. MJSDesign Group ;oc Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675--9974 mjsdesigngroup.com AS BUILT DATE: ~~s--o-+- z 0 (./) -~ _J _J ~ u 0 (./') V) -<( LU <( 0 >-u I---' (./) z a,::: I :::> ~ ~ I-~ ...J :::> Cl) 0 0 -0 u <( (./) oz -I wO ~ a,::: -u u <( 0 $ ·o a.. uu ~ 0.. Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: I. 07-I0-06 OWNER&COASTALCOMMENTS Job No.: 10172.00 Drawn By: MJS Check By, MJS Plan Date: 2-23-05 Scale: NO SCALE lilie: IRRIGATION SPECIFICATIONS Sheet No.: Ll-3 2 "' Q, ~ V ~ ; ~ ~ ~ ~ ..., ~ 0 w E .__ _________________________________________________________________________________________________________________________________ _J_JL ___________ J6 • R.-Sfi'l.3-.S .,_ - I I I I 0~ == , If .... '"'-/ .:::: ,.._o 'L.":i ? "' " <;I i-I w w I V) V) -I 1- UJ w V) u:i I z 51 I ,. D~ v= '\ I I I I " " I "' I '-_/ /' ~ '----V II .. I I "'--~ /-__,,,. 20' O.C. TYP. 23 BAUBlA 24°BOX I I 6 METEXC 36"BOX 40' O.C. TYP. 20' O.C. TYP. ~ ~===============::::::.:::~:::.:::---... ~1 • UJ z ::; g i / ~ / ' ' ~ I I h I I " I r '--...1../ /~ '--./ /C----. '-._.../ ,,,-~ M I .. I X X I 5 BAUBLA 24"BOX ~ ~ ~ / ~ /4o.c.~ / ~ / I ' ' I " ~ I I~ I ]\ I I I ft( I I 1-1'. I "' }' I 0 I I I I ._, -----'-._.../ /,'-. '---../ / c--,_ '---../ / ~ '--...1../ ,,,-~ l'x1 I TREE LEGEND: SYMBOL BOTANICAL NAME COMMON NAME SIZE COMMENTS TREES: BAU BLA BAUHINIAX BLAKEANA ORCHID TREE 24"BOX METEXC METROCIDEROS EXCELSUS NEW ZEALAND CHRISTMAS TREE 36" BOX STANDARD STANDARD VINES: NO SYMBOL SHRUB AREAS NOTE: PARTHENOCISSUS TRICUSPIDATA VIRGINIA CREEPER 2" THICK WALK-ON BARK MULCH SUBMIT SAMPLE FOR APPROVAL I GAL. WITH ROOT BARRIER ATTACH TO HIGH FREESTANDING WALL ONLY -PCH SIDE OF WALL ONLY I 0' O.C./ MIN. 2' FROM PILASTERS TREES OR PALMS PLANTED IN LANDSCAPE AREAS OF LESS THAN 4' IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS. 2 3 4 5 GENERAL PLANTING NOTES: PRIOR TO ANY FINE GRADING OR PLANTING, CONTRACTOR SHALL OBTAIN AN AGRONOMIC SOIL REPORT AND SOIL AMENDMENT RECOMMENDATIONS PER SPECIFICATIONS, WHICH SHALL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS. LANDSCAPE CONTRACTOR SHALL PURCHASE AND PROVIDE ALL PLANTER FILL NECESSARY TO BRING SOIL LEVEL TO 2' BELOW TOP OF CURl3. LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN I WEEK PRIOR TO ANTICIPATED PLANTING DATE. CONTRACTOR TO COORDINATE APPROVALS. CONTRACTOR SHALL REMOVE ALL GROWER STAKES, TAGS AND RIBBONS. LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALL WATER TO DRAINAGE INLETS SO AS TO PREVENT STANDING WATER. 6 THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR A PERIOD OF 90 DAYS AFTER "START OF MAINTENANCE" PERIOD. 7 CONTRACTOR SHALL GUARANTEE SHRUBS FOR 6 MONTHS AND TREE/PALM MATERIAL FOR 12 MONTHS ( I YEAR). B LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIOR TO INSTALLATION. THE FOLLOWING MINIMUM CRITERIA SHALL BE OBSERVED BY THE LANDSCAPE CONTRACTOR: NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVING OR FREESTANDING WALLS. NO SHRUBS OR TREES SHALL BE PLANTED THAT WILL CREATE A VISUAL OBSTRUCTION TO SIGHT LINE OF VEHICLE TRAFFIC. TREES OR PALMS PLANTED IN LANDSCAPE AREAS OF LESS THAN 4' IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS. ANY PLANTING SHOWN ON THE PLANS OR EXISTING IN THE FIELD THAT CONTRADICTS THESE CRITERIA IS TO BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR TO REMOVE OR RELOCATE PLANT MATERIAL REFERENCE NOTES: SEE SHEET LP-3 FOR PLANTING DETAILS. SEE SHEET LP-4 FOR PLANTING SPECIFICATIONS. /c:-.._ X X :,,, ",'f'" '," i}',;.\t)\i 10 20 I UJ w V, I w z -..J -I I u ~ ~ I 1-I w z ::; 5 ...J 40 MJSDesign Group loc s Landscape Architecture Planning Design Cannery Village 511 3oth St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com BUILT DATE: s--3--a+ t/) _J _J ~ -w 0 -t/) I I-::::> 0 t/) --I u u " ·o a.. ~ "- z 0 ~ u 0 V) V) <( >-!::: z ::J ~ ~ 0 <( u ~ a.::: 1 .....J (I) -0 u <( oz lJ.J 0 ~ a.::: <( 0 uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: 'L'.ei-10-06 OWNER & COASTAL COMMENTS Job No.: 10172.00 Drawn By: MG Check By: MJS Plan Date: 2-23-05 Scale: I"= 20' Title: TREE, PALM and VINE PLAN Sheet No.: LP-1 ' ~ ~ 0 w :E ~--------,----------------------------------------------------------------------------------------------------------------------------------.L_L ____________ ..Ji) .. I I I I ~ w I V, Vl -I I- w w Vl I w z -' I u ~ I: I .st' 92 Q §! ~ ~ ~ I I I I - I Lll z ::; n -' ~-%~ rO,(-':-.., t-,::0~ ~ I I I I PACIFIC COAST HIGHWAY HAMPDEN ROAD / / I I SHRUB LEGEND: SYMBOL BOTANICAL NAME ® ALOE ARBORESCENS @ BOUGAINVILLEA 'ROSENKA' <I) DIETES B!COLOR ® FEIJOA SELLOWIANA @ GREVILLEA 'NOELII' 1±) HEMEROCALLIS HYBRID @ HETEROMELES ARBUTIFOLIA 0 PRUNUS CAROLINIANA PACIFIC COAST HIGHWAY @ RHAPHIOLEPIS 'MAJESTIC BEAUTY' T ROSMARINUS 'PROSTRATA' STRELITZIA NICHOLAl ® STRELITZIA REGINAE ~ TRACHELOSPERMUM JASMINOIDES 0 0 L L ~ COMMON NAME SIZE ALOE ISGAL. BOUGAINVILLEA-SHRUB 1YPE 15 GAL. BUTTERFLY IRIS 5GAL. • PINEAPPLE GUAVA 15GAL. GREVILLEA SGAL. EVERGREEN DAYLIL Y -YELLOW 5GAL. TOYON ISGAL. CAROLINA CHERRY (COLUMN) 24" BOX INDIA HAWTHORN (SHRUB) SGAL DWARF ROSEMARY SGAL. GIANT BIRD OF PARADISE 24"BOX BIRD OF PARADISE 5GAL. STAR JASMINE 5 GAL. REFERENCE NOTES: SEE SHEET LP-I FOR GENERAL PLANTING NOTES. SEE SHEET LP-3 FOR PLANTING DETAILS. SEE SHEET LP-4 FOR PLANTING SPECIFICATIONS. Lll z ::; g w z MJSDesign Group ,oc Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 67$-9974 mjsdesigngroup.com AS BUILT c./) ....I ....I ~ -LI.I 0 -c./) I I- ::) 0 c./) ---I -0 u ID ·o a.. ~ 0. z 0 -~ u 0 V) V) <( >-I--z ::J ~ ~ 0 u <( u ' a::: 1 -' (I) iJ <( oz wO ~o u u Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: 1&-10-06 OWNER & COASTAL COMMENTS Job No.: 10172.00 Drawn By: MG Check By: MJS Plan Date: 2-23-05 Scale: I"= 20' Title: SHRUB PLAN. Sheet No.: g "' Q, LU "' I='. ~ :t ~ ~ ~ z ~ LP-2 ; 0 10 20 40 8 '-------------------------------------------------------------------------------------------------------~-----------------------'--'-----------......1~ - City of Ne,vport Beach 24 Inch Box Tree Planting Detail ".JICAVA1e'. A "EiCII. Pl Alff' A ,J~.CFt-, T TO ,\fD LOME:Z 1H."-.M ff£ ELE>'r.TION CF THE CC!';Tf,l'IER BC f i::Jf;_ ... 1. T '"" $!>,,.cing 35· mini,~I1.11!1 to 5:'.Y i--Ia,:.i•nwrt t l I - ~~~~~ --,~ ' \ ' ' ':frlt~ c,o,,J'.)I"' T,'.) RF.OtJCF. WINO ,:;:~·~-;\JK~. A!o> NF.F.O::, ~~ t.JC'if-hi ;16HZ" ~l.A.~~. I~ ANi', O-:JEN1 T:-E'. fFsEE ~~lTH 5EC 1 ICI, o=-1 l"el.JNF: s,,,::>EP ,Y 'IUf.5ERY5T.O.KETOrHE 'l:)fi:-cJ <s;'.lvO'i!' ,RF.r. rii.ov COH"'."AlfJi':R .'\Ni:; CARE·ULL ~ PL"CE ff 1'-!r) "'l.fa.t-lflt• (:I F"'f. r'~U'lE KIM<'..ED <'.0;')-;'";;_ 7'.) N(,' B!e:~-'\-<: CR OTdi,<:wleE (' i?:TJR!, ~OOl:M-L 4( /' I' JSiD" D IA. I> :'R ',I, t./ 11-.. CA • -Al ·11~--~ 'JIN 11 (7• • • ,,. .. , •• :-.,.., "\'l • -~-ICLJHI'.' Ni\ l!Vf. ¾·11.r. ;l-i':Nf.:.~1H I ! l~H-, -=--~~-F<:-r-1..\·-rHt:: CO, 1,•.INER IS "_,'.C".V !;O SOIi. 1.1:-1L1. :;, t:OU,\L fO C>R '.7[ 1,:;+1 n Y H riHFi< ,<,NP 'ROOT G?LL.'-.R I~ ABO\.'F H\ISH fi~A[;~ 2. Plan~, 50' '11it1it11ul1' °'r.:>'1 t.h!' !).~ on -:::f-e appro.!lc.b to ~•1 i11t,en;;ect.v>1 ;;n,:l 15' From th: ::;;C~ 011 th,: i.,~i:; ,;;i,:fe 3. Plan-:; 10' Mi'!i1111tn frr:r-ed¥ of ar·•.·ll arrr,.,_;;ich 4. l'r.,.,i<!e 10' mifli'7lull1 Gearan:;,:, Fron: u:;ility ana ~-er· li'1e,e; 5. Pfarr;, 20' minin1ut11 frl'm ~l;rc.,:,!, li~ht !!lt.anaard:i ,mo p:i.ver po'"' 6. Plan,; 10' r,;i ~i:num frc:r-fire "lydranw 7. Cent.er t.ree ;,etwec,n u,., ,i;i,:lcwial~ ;ar,l tour~ P.,_ '.'.I111'ire. t;h('l'<"l ie n, ri,r~·..,.i:I, pfllnt t.re..o in th1 c~nt.!:'r of the puMic nght of way ~~x ~1~ CTTTTTrn,J,·TT]· !IC·. . . SECTION . . . . . ,,, r·:-:·, \??> I I @ SHRUB PLANTING 0 Q) BROWN TRUNK HEIGHT (B.T.H.) CD SKINNED TRUNK PALM HEIGHTS LEGEND: Q) MULCH CD PREPARED PLANT SOIL @ SUBGRADE SPACING (ON CENTER) LEGEND: Q) WATER BASIN FORMED BY 3" HIGH BERM CD FINISH GRADE (ROOT BALL 1/2" ABOVE FINISH GRADE AFTER SITTLEMENT) @ ROOTBALL @ BACKFILL MIX SHALL CONSIST OF 75% NATIVE SOIL, 25% TYPE I SOIL AMENDMENT NOTES: I. PLANT HOLE SHALL BE LARGER if NECESSARY to PERMIT HANDLING and PLANTING without INJURY or BREAKAGE of the ROOT BALL and ROOT SYSTEM 2. PLANT HOLE SIZE SHALL BE TWICE THE CONTAINER DIAMmR 3. NITROLIZED WOOD SHAVINGS Scale: N.T.S. 1-1--"-------f 3 PINNA TE PALM @ DIAMOND CUT TRUNK @ FINISH GRADE Scale: N.T.S. PAL-HTS 00 000 0 X TRIANGULAR SPACING NOTES: I. REFER TO SPECS FOR PREPARED PLANT SOIL DEPTH & PREPARATION 2. REFER TO PLANS FOR SQUARE OR TRIANGULAR SPACING MJSDesign Group ,., Landscape Architecture Planning Design Canneiy Vrilage 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax(949)675-0074 mjsdesigngroup.com S BUILT z 0 U) -~ _J _J u ~ 0 (/') V) -<( LU >-<( 0 I-u -' U) z a:::'. I :::> 1 ~ I-~ ....I :::> Q) 0 0 -0 u <( U) oz -I wO ~ a:::'. tl u <( 0 ID ·a c.. uu a: Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: ~-10-06 OWNER & COASTAL COMMENTS Job No.: 10172.00 Drawn By: MJS Check By: MJS Plan Date: 2-23-05 Scale: SEE DETAIL Title: PLANTING DETAILS Sheet No.: ~ Q, ~ ... ~ :i: a;/ .,: ~ z SECTION ~ @ N.B. TREE PLANTING DETAIL Scale: N.T.S. © SHRUB SPACING Scale: N.T.S. LP-3 I .__ __________________________________________ _._ _________________________________________ Pc,;LTc:;-FHO=._.__ ________________________________________ ...:P""LTc;:-GRa,,D'-'--'--------------' l) R.-5!'13 -5 - A. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1 1. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. B. 1. GENERAL NOTES ~: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVlTING AND OBTAINING BIDS, SETTING ITS PROVlSIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. $COP£ Of WQRK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. Pl,AN Y£RJBCATIQN: THESE DOCUMENTS MAY CONTAIN ERROl{S, OMISSIONS, CONTRAD!CTlONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. QRPINANgS AND BEGUtATIONS : ALL LANDSCAPE PLANTING WITHIN THtSE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES ANO ORDINANCES (LOCAL. COUN"TY & STATE). P£RMfTS MID !NSfECTIQNS : THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS /J.S REQUIRED. OEJ Q Yf8:/fJCADQN· CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFlED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOT!FlCA110N IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. I iAffl f FQR rnfRQAf?HUQ{[: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. MEJH0PS Of CONSTRlJCTI:ON: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FlRM IS NOT LIABLE FOR CONSTRUCTION METHODS. .sAEEJY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING. MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURlNG CONSlRUCTION. UTIL.ffiES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF AU. UNDERGROUND UT!UTJES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR' TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN$1JRANCE:· THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC UABILJlY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. l!ABlE FOR QAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILmES, EXISTING PLANTING, CONSTRUCTJON, PERSONS, PROPEITTY, ITC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. COQRPINADON: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. pt,ANlJNG pt.ANS: THE PLANTJNG PLANS ARE GENERALLY DtAGRAMMATIC AND INDICATIVE OF lHE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE_ MlNOR ADJUSTMENTS DURING INSTALlATION TO AVOID CONFLJCTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING. ARCHITECTURAL FEATURES AND UTILITIES. ptMfN§IQN$: All SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. Pl ANTIJ1G-NOIES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED JN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. UAJfBfAl $· ALL MATERlALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NSV AND IN PERFECT CONDITION OR THE BEST GRADE OF THE!R RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. StJBS1JTUDONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTI-!ER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. NOW£ Of COMpl,£TlQN: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTl-lORIZED REPRESENTATIVE. SIT£ MAftiltNANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. UAJNTfNANCE JNSJB!JCDONS· AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT TI-IE OWNER'S AUTHORIZED REPRESENTAlNE ON HOW TO PROPERLY MAINTA1N AND CARE FOR LANDSCAPE PLANTINGS. G1JAfMNJEE· THE ENTIRE lANDSCAPE INCLUDING ALL WORK DONE UNOER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 90 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -lNCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PL.ANTING, PAVlNG OR OTHER IMPROVEMENTS OF ANY KIND. FIELD OBSERVATIONS BFOIBRfP Elf;] P ~ WORK: THESE PLANS WERE PR'EPMED WITH n-tE UNDERSTANDJNG THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE lHE FIELD OBSERVATION SERV!CES SET FORTH HEREIN WILL SlGNIFlCANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, ANO FAILURE TO DETECT ERRORS AND OMISSJONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES JS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (lNDMDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. 2. 3. 4. 5. C. ,. 2. . 3. 4. 5. 6. 7. 8. 9. 10. 1,. 12. 13. 14. 15. 16. 17. D. 1. 2. 3. 4. 5. EiflD Q8$fRY4DQN OQQJIDtNATIQN: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFlCATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL fNFORM lHE LANDSCAPE ARCHITECT AS TO THE PURPOSE ANO TIME OF lHE OBSERVATION FORTY- EIGHT (48) HOURS IN ADVANCE. ClQ$INC Of NQT fNSPECJEP WOffl( THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGfNEER OR AUTHORIZED REPRESENTATtvE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISD1CTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION ANO TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, TESlED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB SIJE U£ETINGS ANO REOUJREO INSfECTJONS: A. PRE-JOB MEETING ON SllE-PRIOR TO COMMENCEMENT OF WORK 8. DURJNG SOIL PREPARATION C. AT COMPLEIION Of SOIL PREPARATION D. COMPLEIION OF WEED CONTROL E. PIANT MATERIAi. INSPECTION F. GRADING CHECK PRIOR TO GROUND COVER G. PROGRESS/INSTALIATION INSPECllON H. COMPLEIION OF PLANIJNG I. 30, 60, & 90-DAY MAJNIENANCE INSPECTTONS CQMPf fDON: WORK SHALL BE COMPLETED UPON FlNAL APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CONFORMED TO All REQUIREMENTS OF THESE SPECIFlCATIONS. MATERIAL NOTES GENERAL; THE FOLLOWING UST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PL.ANS AND SPECIFICATIONS .• SCOPE Of WQBK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. PJANI MAJFRIAf S· ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LIST. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. RF,IECTIQN Of PLANT MATERIAL: THE OWNER OR LANDSCAPE ARCHITECT MAY REJECT ANY PLANT MATERIAL REGARDED /J.S UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TO THE OWNER. HANQUNG/STQRAGF= ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY. TR££ JAQGlNG: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY LANDSCAPE ARCHITECT. JREf $TAKES AND ClIY$: TREE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAfLS. IREE DFS: SHALL BE FLEXIBLE NON-DETERIORATING SELF- FASTENlNG BtACK VIN'r1.. TREE TIES OF lHE SIZES REQUIRED TO PROPERLY SUPPORT TREES, "CINCH TIES" OR EQUAL ROOT BARBIER$: CONTRACTOR SHALL INSTALL APPROVED ROOT BARRIERS ON ALL TREES WITHIN FIVE (5) FEET OF HARDSCAPE, STRUCTURES, ETC. ~: SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BY PACIFIC SOD OR APPROVED EQUAL, PURCHASED FROM A RECOGN,IZED TURF NURSERY, FIRST QUAUTY, FRESH AND CLEAN. AGRifOBM PL.ANTING TAB! EIS· SHALL BE 20-10-5 ANALYSIS PROLONGED RELEASE NITROGEN. 1 PER 1 GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER THAN 15 GALLON OR PER DRAWINGS. CQtJMfBif!AI FfRDI JZfR· SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS ND SHALL BE CONTROLLED RELEASE lYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQURIEMENTS: 16% NITROGEN -7% PHOSPHORIC ACID -12% POTASH (+ IRON) REDWOOD $HAYING$: SHALL BE PURE REDWOOD SAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM MIWNG OPERATIONS AND SHALL NOT CONTAIN STICKS, BLOCKS OF WOOD, OR OTHER FORE!GN MATTER. SOURCES OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. SO!l $Ul.,fl,JR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99% SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. RQNf UfA! • SHALL BE FlNE GROUND, STEAMED, DRY MATERIAL WITH A MINIMUM ANALYSIS OF 1 % NITROGEN -30% PHOSPHORIC ACID -69.5% UNDILUTED BONE. 5AMPI,£S: SAMPLES OF REDWOOD SHAVINGS, STEER MANURE. FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. CERT1f1CAJES: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY ANO TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS fT WAS DELIVERED TO. LANDSCAPE GRADING NOTES Sn:£ PR£PARATJON: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, ANO OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. SOU P8fPA8ADQN: ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORT SHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE LANDSCAPE ARCHITECT UPON COMPLETION. son AMfN:PMfNTS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE OWNER SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND/OR Atf'f ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF PLANT MATERIALS. CIJIFIATI0N QEPJH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF 6". AMfNPMENI MJX: INCORPORATE THE FOLLOWING SOIL AMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TIWNG OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. REDWOOD SHAVINGS COMMERCIAL FERTILIZER GYPSUM 6 YAROS PER 1000 SQ. FT. 20 LBS. PER 1000 SQ. FT. 100 LBS. PER 1 000 SQ. FT. 6. 7. 8. 9. E. ,. 2. 3. 4. 5. 6. 7. 8. F. 1. 2. 3. G. 1. 2. 3. 4. 5. 6. H. ,. 2. 3. 4. 5. 6. 7. 8: flNJSH GRAD£: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTI-IERWISE INDICATED SHALL BE UNIFORM. STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVA170NS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH ANO EVEN OF A UNIFORM PlANE WITH AN ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE. Q8AINAG£: THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS JN ACCORDANCE WITH THE PLANS, DETAILS AND SPEClFICATIONS OR AS SPECIFIED BY THE OWNER. f1N1$H C"..RAQ:E AT IllBE AB:EAS: FINISH GRADE OF ALL TURF AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. 0W$H GRAOF AT SHRUB ARfASi: FINISH GRADE OF ALL SHRUBBERY AND GROUND COVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. TREE AND PLANTING SHRUB NOTES Pl,,ANT PEPJH: PLANT All PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL, IN THE LOCATIONS SHOWN ON THE DRAWINGS. fXC"..AVAJED errs: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. 8ACKfU I UfXTIIRf: BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSmON, CROWN LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH THE FOLLOWING PREPARED MIXTURE OR PER SOILS REPORT: 10 PARTS TOP SOIL 5 PARTS REDWOOD SHAVlNGS 1 / 4 LB. BONE MEAL AGRIFORM PLANT TABLETS, 1 PER GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER THAN 15 GALLON. JRIT LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. WAJE:R BASIN: CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING WlTH ADDITIONAL MIX WHERE VOIDS APPEAR. JRE:t STAKE$: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. SEE TREE PLANTING DETAILS. TRf;£ TIE$: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN FIGURE B'S WITH THE !NSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL QfilCTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. VINE PLANTING NOTES GENERAL; ALL VINES SHALL BE PLANTED PER THE VINE PLANTING DETAIL, AND THE WOOD SUPPORT STAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL. W0Q0 FENCE$: VINES ATTACHED TO WOOD FENCES SHALL BE SECURED WITH GALVANIZED NAILS OR GALVANIZED EYE SCREWS AND HEAVY' DUTY VINE TIES. UA:5QNRY WAI I 5: ON MASONRY WALLS ATTACH WITH ADHESIVE TYPE VINE SUPPORTS WITH SILICONE ADHESIVE OR GALVANIZED EYE SCREWS AND WIRE (PER DETAIL). ATTACH VINE WITH HEAVY DUTY VINE TIES GROUNDCOVER PLANTING NOTES GENERAi,,: ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED PER PLANS SPACfNG: INSTALL PLANS IN AREAS ANO TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGULAR SPACED ROWS. EXCAVATE PIT$: EXCAVATE PITS A MINIMUM 3n x 4" WITH sumcJENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE !N PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. WAlfBJNG: WATER THOROUGHLY AFTER SUFFlCIENT AREA HAS BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. PRE EMERGENT: APPLY TREFLAN OR APPROVED PRE- EMERGENT IMMEDtATELY AFTER PLANTING TO ALL GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT INCLUDED. OfilCJ'S: ALL DEFECTS IN GROUNDCOVER PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. SODDING NOTES FlNJSH GRAQE: SOIL SHALL BE LIFT 1 - 1 /2' BELOW FINISH GRADE AS THE SOD WILL BRING THE LEVEL UP TO THE PROPER HEIGHT. SITE PREPARATION: AFTER PREPARATION OF SOIL, THE AREA MUST BE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. HANOI !NG: INITIAL PLACEMENT OF SOD SHALL BE tAIO WITHIN TWO DAYS AFTER IT IS DELNERED. IT SHALL NOT BE LEFT IN THE HOT SUN, IN ROLLS. OR STACKED OVERNIGHT. fERDIJZfR: PRIOR TO PLACING OF SOD, BROADCAST 16-20-0 FERTILIZER AT A RATE OF SEVEN POUNDS PER 1,000 SQUARE FEET OVER SURFACE. .LAY:Q1,[: SOD SHALL BE UNROLLED AND PLACED CAREFULLY IN A STAGGERED PATTERN. A PIECE OF 2 X 4 SHALL BE USED TO TAMP EACH ROLL AGAINST THE STRIPS TO ELIMINATE JOINTS AND EDGES. INSTA!IADQN: AFTER LAYING SOD, IRRIGATE MODERATELY TO INSURE MOISTURE PENETRATION, THEN ROLL WITH A RYAN TYPE SOD ROLLER. SOD SHALL BE FLUSH WITH GRADES OF ADJACENT SIDEWALKS, CURBS AND HEADERBOARDS. WATER AND ROLL AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS. WA.JERJNG: AFTER ROWNG THE SOD, ll--lE AREAS SHALL BE THOROUGHLY WATERED TO A DEPTH OF 6" AND KEPT CONTINUALLY MOIST FOR A PERIOD OF TEN DAYS. QEFECTS: ALL DEFECTS IN SOD PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. I. ,. 2. 3. 4. 5. 6. 7. J. ,. 2. 3. 4. 5. 6. 7. K. ,. 2. 3. 4. 5. BROADCAST SEEDED TURF NOTES son PREPARATION: All ROCKS SHALL BE REMOVED OVER 1/2H ANO SHALL BE RAKED TO FINISH GRADE. (1" BELOW CONCRETE). SIIE PREPARATION: AFTER PREPARATION OF SOIL, THE AREA MUST BE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. Sffl) PACKAGING: ALL SEED SHALL BE DEUVERED TO THE SITE IN SEALED BAGS. EACH SEED MIX SHALL BE PACKAGED SUCH THAT EACH SEED TYPE IS BAGGED SEPARATELY AND IN THE CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEED MIX. SEED MIX: SEED AT RECOMMENDED RATES, SEED MIX, SPECIES PER PLANS, SHALL BE EVENLY APPLIED AND WITH GOOD COVERAGE. SEED MIX SHALL CONTAIN: FERTILIZER (12-12-12) MULCH 10 LBS./1000 SQ. FT. 1800 LBS./ ACRE WAJtfflNG: AFTER HYDROSEEDING, IRRIGATE MODERATELY TO ENSURE MOISTURE PENETRATION. PBOJECDQN: AT All TIMES ADEQUATE PROTECTION SHALL BE FURNISHED FOR ALL PLANTED AREAS AGAINST DAMAGE OF ANY AND, UNTIL FINAL ACCEPTANCE OF WORK. QERJJOCADQN: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFlCATES SHALL STATE THE SOURCE, QUANTITY ANO TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS OEUVERED TO. SLOPE PLANTING NOTES GfN£RAI • THE OWNER SHALL HAVE A SOIL ANALYSIS MADE AFTER COMPLETION OF THE ROUGH GRADJNG. THE CONTRACTOR SHAU. INCORPORATE ALL SOIL AMENDMENTS AND FERTILIZERS PRESCRIBED PER SOIL AGRONOMY REPORT. TI-!E SOIL PREPARATION SPECIFlED BELOW SHALL BE ADJUSTED ACCORDINGLY TO THE ANALYSIS. SI QPf JEXTVfflNG {CUT SI CPES): THESE SURFACES SHALL BE ROUGHENED IN A HORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THE SLOPE. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. $1 Off JEXDJmNG; ffH l SJ Off$): THESE SURFACES SHALL BE COMPACTED ANO FINISHED AND ALSO ROUGHENED IN A HORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THE SLOPES. THE ROUGHENED TEXTURE SHALL SE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. WEED ERADICATION PROCEDURES: A. MANUALLY REMOVE ALL EXISTING VEGETATION AND DISPOSE OF IT OFF-SITE IN A SUJTABLE AND LAWFUL MANNER. B. FERTILIZE All PLANTING AREAS WITH FERTILIZER BASED ON SOIL LAB'S RECOMMENDATIONS. (SEE PLANTING DETAIL SHEET). ADD ANY AND ALL SOIL AMENDMENTS AS REQUIRED, PER THE SOIL ANALYSIS. BEGIN WATERING PROCESS TO ACTIVATE FERTILIZER AND ADDITIVE CHEMICALS. C. WATER All PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OF nvo (2) CONSECUTIVE WEEKS. THE tANDSCAPE ARCHITECT SHALL APPROVE SPECIFIC WATERING DURATION AND FREQUENCY PROGRAM DESIGNED TO GERMINATE ALL RESIDUAL WEED SEEDS. D. DISCONTINUE WATERfNG PROCESS FOR TWO (2) DAYS, THEN APPLY 'ROUND-UP' TO THE SLOPES PER THE PEST CONTROL ADVISOR'S RECOMMENDATIONS. NO WATER SHALL BE APPLIED FOR A MINIMUM OF FOUR (4) DAYS FOLLOWING APPLICATION OF CONTACT WEED KILLER. E. ALLOW SUFFICIENT PERIOD OF TIME TO ENSURE THAT All WEEDS ARE DEAD. REPEAT THE ABOVE PROCEDURE AS MANY TIMES AS NECESSARY TO ACHIEVE A WEED- FREE CONDITION. F. CLEAR ALL DESICCATED WEEDS FROM THE SLOPES TO THE FINISHED GRADE. WAJfBING· WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTiVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO PLANTING. PLANTING: PLANT TREES AND SHRUBS AS CALLEO FOR WHERE INDICATED ON PLANTING PLAN AND AS DETAILED ON PLANTING DETAIL SHEET. SUBSTITUTIONS OF PLANTS WILL NOT BE ACCEPTED UNLESS APPROVED BY LANDSCAPE AACHITECT. INSTALL AGRl-FORM PLANTING TABLETS AS CALLED FOR IN LEGEND. PLANT All CONTAINER GROWN Pl.ANTS IN PLANTING PITS TWO (2) TIMES WIDER AND TWO (2) TIMES DEEPER THAN THE CONTAINER. THOROUGHLY MIX THE SPECIFIED MATERIALS FOUND IN THE SOIL ANALYSIS REPORT AND THOSE SPECIFIED ON THE PLANTING DETAIL SHEET, WITH THE SITE SOIL, PRIOR TO 8ACKFIWNG OF PLANTING PITS. QEF'ECJS: ALL DEFECTS IN SLOPE PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF lHE OWNER. HYDROSEEDING NOTES SfEP PACKAf".JNG: ALL SEED SHALL BE DEUVERED TO THE SITE IN SEALED BAGS. EACH SEED MIX SHALL BE PACKAGED SUCH THAT EACH SEED TYPE IS BAGGED SEPARATELY AND IN THE CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEED MIX. HYDROSEED MIX: HYDROSEED MIX AND MULCH SHALL BE AMENDED TO SUIT SPECIFlC SITE CONDITIONS. VERIFY HYDROSEED MIX WITH THE LANDSCAPE ARCHITECT, UPON RESULTS OF THE SOIL ANALYSIS. THE MIX SHALL BE APPLIED TO ALL SLOPE AREAS DIRECTLY AFTER THE INSTAUATION OF AU_ PLANT MATERIALS AS ANAL DRESSING. SEE PLANTING DErAlL SHEET FOR TYPE AND QUANTITY OF SEED MIX, FERTILIZER AND ADDmONAL AMENDMENTS. WAT[Rltfil: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO THE HYDROSEEDING OPERATION. lHEN ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY, PRIOR TO THE HYDROSEEDlNG APPLICATION. CARE MUST BE TAKEN NOT TO ALLOW THE SOLID SURFACE TO SUPER-SATURATE WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME, THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WITH!N THE FlRST 1/2n OF SOIL SURFACE. EOUIPMM: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF THE FERTlLIZER, SEED AND FlBER MULCH, SHALL BE OF THE 'SUPER HYDROSEEDER' TYPE, AS APPROVED BY THE LANDSCAPE ARCHITECT. THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATOR SYSTEM AND OPERATING CAPACITY SUFFICJENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 40 LBS. OF FlBER MULCH PLUS A COMBINATION OF 7 LBS. OF FERTILIZER SOLIDS FOR EACH 100 GALLONS OF WATER. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE ANO SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH SHALL PLACE THE SLURRY TANK AND SPRAY NOZZLE WITHIN sumCIENT PROXIMITY TO THE AREAS TO BE SEEDED. P8EP@DQN: THE SLURRY PREPARATION SHALL TAKE PtACE AT THE SITE OF WORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT 1/2 THROTTLE. WHEN THE WATER LEVEL HAS REACHED HEIGHTS OF THE AGITATOR SHAFT, GOOD CIRCULATION SHALL BE ESTABLISHED AND AT THIS TIME THE SEED SHALL BE ADDED. FERTILIZER SHALL THEN BE ADDED, FOLLOWED BY THE FIBER MULCH. THE FISER MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK IS AT LEAST 1/3 FlLLED WITH WATER. ALL FIBER MULCH SHALL BE ADDED BY THE TIME THE TANK IS 2/3 TO 3/4 FULL SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL. 6. APPJJCATIQN: WHEN HYDRAULICALLY SPRAYED ON THE SOIL SURFACE, THE HYDRO-MULCHING SHALL FORM A BLOTTER-LIKE GROUND COVER IMPREGNATED UNIFORMLY WlTN SSED AND FERTILIZER AND SHALL ALLOW THE ABSORPTION OF MOISTURE AND RAINFALL PERCOLATE TO THE UNDERLYING SOIL REMOVE ALL FIBER APPLIED TO DRAIN GUTTERS, STREETS, WALLS ANO OTHER CONSTRUCTION. LEAVE SITE BROOM-CLEAN. 7. GffiUINATIQN: THE LANDSCAPE ARCHITECT SHALL CERTIFY THAT HYDROSEEDED AREAS HAVE ACHIEVED EVEN GERM!NAT!ON. UNEVEN GERMINATED AREAS SHALL BE RESEEDED UNTIL EVEN GERMINATION HAS BEEN ACHIEVED. 8. CERTlf]CATJON: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT SY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. 9. 0£fECIS: ALL DEFECTS IN HYDROSEEO PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIF1ED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. L. MAINTENANCE NOTES 1. MA,IN]liNANCE PERJQQ: THE MAINTENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER All WORK HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENANCE PERIOD MAY BE EXTENDED TO INCLUDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET THE REQUIREMENTS OF THE WORK SPECIFIED. 2. GENERAi • THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, RODENT CONTROL, CLEANUP, ETC. 3. .sHfJY: ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINED AS REQUIRED IN AN ONGOING PROGRAM TO ASSURE A SAFE ENVIRONMENT. 4. WATFRffllG: WATER ALL PLANTINGS TO ASSURE COMPLETE GERMINATION OF ALL SEEDED AREAS AND CONT!NUED GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVE ADEQUATE IRRIGATION COVERAGE OR WHlCH MAY REQUIRE ADDITIONAL DEEP WATERING SHALL BE WATERED BY HANO AS REQUIRED. 5. tRRIGATION coyERAGE: ADJUST ALL IRRIGATION HEADS IN EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKS, ETC. 6. ClJJilYADNG AND WffOO,IG: CULTtvATE AND WEED ALL PLANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED 15 DAYS. EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGE TO ROOTS OF THE GROWING PLANTS. 7. CHfMICAI HfRfflGIDES: A CERTIFIED TECHNICIAN SHALL APPLY CHEMICAL HER.B!CIDES TO CONTROL WEEDS AT THE OPTION OF THE CONTRACTOR AND UPON PRIOR APPROVAL BY THE lANDSCAPE ARCHITECT. 8. P£,ST ANQ DfSfASf CQNJROL: A CERTlFlED TECHNICIAN SHALL SPRAY AS NECESSARY TO CONTROL ALL INFESTATIONS. 9. RQQRJT CONJRQf • THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON srrr. 10. PRIJNJN$: ALL PRUNING SHALL BE IN ACCORDANCE WITH ARBORS GUIDELINES. DAMAGED, DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OF GROWTH. 11. Pl ANT REP! ACEUFNJS: DURING THE MAINTENANCE PERIOD, SHOULD ANY PLANT SHOW WEAKNESS AND PROBABILITY OF DYING, IT SHALL BE REPLACED BY THE CONTRACTOR WITHIN 5 DAYS OF NOTIFICATION TO DO SO. AT THE END OF THE MAINTENANCE PERIOD, ALL PLANT MATERfAL SHALL BE IN A HEALTHY, GROWING CONDITION. 12. TIJRF AREA$: AT THE END OF EACH THIRTY DAY PERIOD OF MAINTENANCE, THE CONTRACTOR SHALL DO THE FOLLOWING. OVERSEED ALL SPOTS OR AREAS WHERE NORMAL SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OR OTHER DEBRIS THAT CONSTITUTE A HINDRANCE TO MOWING. FILL ALL DEPRESSIONS AND ERODED CHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTl Y AND RESOD THE FILLED AREAS. 13. ]118[ WfEP CONTRQJ • TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEED KILLER APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 14. TURF fERDLJZER: FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE RATE OF TEN (10) POUNDS PER 1000 SQ. FT. OF AREA. 15. .MQWING: MOW ALL TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHES WITH MOWER SET AT lWO INCHES. MAINTAIN All TURF AREAS AT A TWO INCH HEIGHT THROUGHOUT THE MAINTENANCE PERIOD. 16. RE tft'.DRQSEfDINf:: THE CONTRACTOR SHAU_ RE- HYOROSEED ALL HYDROSEEDED AREAS ERODED OR NON- GERMINATING AT THE END OF EACH THIRTY DAYS. 17. QfAN UP: DURING THE COURSE OF THE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND CLE.AN CONDlTION AT ALL TIMES. 18. [tt,!AJ JNSPF.Cl]ON: WILL BE HELD AT THE END OF THE 90-DAY MAINTENANCE PERIOD. POST INSTALLATION MAJNTENANCE GUIDELINES A SCHEDULE FOR ONGOING MAINTENANCE SHALL BE PREPARED AND SHOWN ON THE PLANTING PLAN USING THE FOLLOWING GUIDELINES. A. ANY ALTERATIONS TO THE LANDSCAPE MUST BE APPROVED BY THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT. 8. CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICAL APPLICATIONS MUST BE PER STATE LICENSED ADVISORS AND APPLICATIONS. C. PRUNING SHALL BE DONE TO KEEP PLANTS WITHIN SPECIAL LIMITATlONS, REMOVAL OF DEADWOOD. CROSS-BRANCHING, ETC., PER INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS (ISA). PLANTS SHALL NEVER BE SHEARED UNLESS SPECIFIED ON lHE APPROVED PLAN. TREES ARE TO BE ALLOWED TO GROW TO THE DESIGNED SIZE TO PROVIDE MAXIMUM SHADING OF PAVED AREAS. D. WATER SHAU. BE APPLIED FOR OPTIMUM PLANT GROWTH WITH MINIMAL RUNOFF OR OVERSPRAY. E. ADJUST CONTROLLERS PER CURRENT CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEM (CIMIS) DATE (805) 664-4921. F. ALWAYS REPLACE HEADS WITH SAME KIND OR MATCHING PRECIPITATION RATE. G. BACKFLOW DEVICE SHALL BE TESTED AND CERTIFIED ANNUALLY BY THE VENTURA COUNTY ENVIRONMENTAL HEALTH DIVISION. H. INSPECT TREE SUPPORTS FREQUENTLY AND REMOVE AS SOON AS PLANTS WILL STAND WITHOUT SUPPORT AND WILL BE ABLE TO RESIST WIND DAMAGE. NEVER ALLOW SUPPORT MATERIALS TO GIRDLE TRUNK OF BRANCHES. I. LANDSCAPE IRRIGATION SHALL BE SCHEDULED DURING THE NIGHT OR EARLY MORNING HOURS. J. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE CHECKING, ADJUSTING, AND REPAIRING THE IRRIGATION EQUIPMENT; AERATING AND DETACHING TURF AREAS; REPLENISHING MULCH; FERTILIZATION; PRUNING, WEEDING, AND REMOVING LITTER IN All LANDSCAPED AREAS. M. 1. 2. HOMEOWNERS ASSOCIATION (H.O.A.) RESPONSIBILITY AS-BUILTS: THE CONTRACTOR SHALL PROVIDE THE H.0.A. ONE (1) SET OF COMPLETE "AS BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR PRODUCED FROM THE LANDSCAPE ARCHITECT. MAINTENANCE PROGRAM: THE CONTRACTOR SHALL PROVIDE THE H.O.A. ONE ( 1) SET OF MAINTENANCE GUIDLINES AS RECOMMENDED BY THE MANUFACTURER/SUPPLIER. MJSDesign Group ,oc Landscape Architecture Planning Design Cannery Village 511 3oth St. Lafayette Newport Beach, CA 92663 (9491675-9964 Fax (949) 675-9974 mjsdesigngroup.com AS BUIL-r DATE: 5---s-01-- z 0 CJ) -~ -I -I u ~ 0 U) U) -<( w ~ <( 0 u --' CJ) z ~ I ::> 1 ~ I-~ _,J ::> (I) 0 0 -0 u <( CJ) oz -I wO ~~ 1J u <( 0 ID ·o a_ uu L a.. Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: I. 07-10-06 OWNER & COASTAL COMMENTS Job No.: 10172.00 Drawn By: MJS Check By: MJS Plan Date: 2-23-0S Scale: NO SCALE Title: PLANTING SPECIFICATIONS Sheet No.: LP-4 - I I I I I I I I I " 9 I I ti:i w I VJ VJ -I I-w w VJ I I I Ul z :::; t -' . 1 ~----\ s:--,,-- '-"-- '-/ -~ -----I \ HAMPDEN ROAD PACIFIC COAST HIGHWAY -J_ LIGHTING LEGEND: SYMBOL TYPE: LOCATION: MANUFACTURER: @ ® © @ ® HORIZONTAL FLOOD SPECIMEN TREES BRONZELITE HORIZONTAL FLOOD VERTICAL SHRUBS BRONZELITE SPOT UPLIGHT PALM/SPECIMEN TREES HYDREL BULLET UPLIGHT TREES HYDREL RECESSED LOUVER STEPS/RAMP HADCO PACIFIC COAST HIGHWAY MODEL: FL9 I 75H-HF-XX-DB TLI I -75 T4-DB 4650/70M76/XX/SP BPCP-GS-BZ 4650/70MT6/XX/MFL BPCP-GS-BZ RSC2HKSFI 3E \ FINISH: DARK BRONZE DARK BRONZE BRONZE BRONZE BRONZE LAMP: I GENERAL LIGHTING NOTES: -----.. w •,--.. -r--,<._~ 1- CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SPECIMEN TREES/PALMS PRIOR TO PLANTING. ALL FIXTURES SHALL BE MOUNTED AFTER INSTALLATION OF SPECIMEN PLANT MATERIAL 2 ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENT AGENCY. 3 CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORM BUILDING CODES, PERMIT REQUIREMENTS AND STATE AND HEAL TH SAFETY REQUIREMENTS. 6 ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR LOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND INSTALL FIXTURES PER MANUFACTURERS SPECIFICATIONS. 7 CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUIT UNDER PAVING PRIOR TO CONSTRUCTION. POINT-OF-CONNECTION AND ELECTRICAL PANEL NOTE: ELECTRICAL POINT-OF-CONNECTION PER OWNE~S ELECTRICAL ENGINEER. ELECTRICAL PANEL AND CONTROL LOCATION PER ELECTRICAL ENGINEER'S DRAWINGS LOAD: HOUSING: PHILIPS MH 175/C/U/M T.B.S. PHILIPS CDM I 50/T6/830 85 CRI 3000 KELVIN 175 PLUS BALLAST 75 PLUS BALLAST 150 PLUS BALLAST ALUMINUM DIE CAST ALUMINUM DIE CAST ALUMINIUM DIE CAST WITH LOCKING SWIVEL PHILIPS CDM70/T6/830 85 CRI 3000 KELVIN SYLVANIA CF I 3DD/830 82 CRI 3000 KELVIN 50 PLUS BALLAST 13 PLUS BALLAST ALUMINIUM DIE CAST WITH LOCKING SWIVEL ® @ ® UNDERWATER FOUNTAINS TO BE SELECTED BY DESIGN/ BUILD CONTRACTOR and APPROVED BY LANDSCAPE ARCHITECT LOCATE IN RECESSED NICHE / ----I \ I o \ \ I '-/ -~ WALL SCONCE POLE LIGHT AT FIREPLACE AT BBQ TO BE SELECTED TO BE SELECTED PROPOSED TREE, PALM OR SPECIMEN SHRUB LOCATION I I lti I I I -11 w z :::; t -' I VJ VJ -I 1-w w VJ w z -....I I u ~ I: MJSDesign Group ·~ Landscape Architecture Planning Design Canner,, Village 511 3oth St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com S BUILT z 0 (/) -~ _,J _,J - ~ u 0 V) V) -<( w ~ <( 0 u -' (/) z 0,::: I ::) ~ ~ I-~ _J ::::> Q) 0 0 -0 u <( (/) oz -I wO ~o ti u ~ ·o a.. uu L 0.. Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: ~I0-06 OWNER&COASTALCOMMENTS Job No.: 10172.00 Drawn By: MG Check By: MJS Plan Date: 2-23-05 Scale: In= 20' Title: LIGHTING PLAN Sheet No.: g Q_ w "' ~ bl t-; w 1l. § ~ ll-1 i 0 10 20 40 @ '------:-------------------------------------------------------------------------------------------------------------------------.L.L __________ __16 •