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HomeMy WebLinkAboutDWG 366-3L; HDP 98-06; Barbour Residence; 01-05PREPARED FOR: John and Candy Barbour 1620 Edilee Drive Cardiff by the Sea, CA 92007 760.436.54 77 PREPARED BY: CALIFORNIA LANDSCAPE TECHNOLOGIES 970 Woodlake Drive Cardiff by the Sea, CA 760.942.9320 SHEET INDEX TITLE SHEET IRRIGATION PLAN PLANTING PLAN 92007 IRRIGATION AND PLANTING DETAILS IRRIGATION AND PLANTING SPECIFICATIONS L-1 L-2 L-3 L-4 L-5 ,,,-.... . ,,<-,, , Q oover _treet ■ ■ ar s ' a I orn1a .IA 700 -,,1_,C AGUA ~ \ HEDIOIIDA NOTTO SCALE VICINITY MAP (THOMAS BROS. 1106 G-7) PRESSURE LOSS CALCULATIONS PROJECT: LATERAL SYSTEM: BARBOUR RESIDENCE PIPE: PIPE PIPE PIPE ACCUM. LOCATION: SECTION TYPE SIZE LENGTH GPM 1155 Hoover Street, Carlsbad I Cl 200 3/4" so 5 JOB NO. 2 Cl 200 3/4" so 10 343-98-JB 3 Cl 200 I " 20 12 WATER AUTHORITY: 4 Cl200 1-1/4" 60 24 Carlsbad Municipal Water District s 6 PRESS ZONE/SOURCE ELEV.: A. Total Lateral System Loseee 255 MAINLINE SYSTEM: PIPE PIPE PIPE PIPE; ACCUM. METER ELEVATION SECTION TYPE SIZE LENGTH GPM 80.00 I Seil 40 I · I /2" 177 24 PRESS. AT METER: B. lt">tal Mainlitil't Sy.shtm Losses 75.78 MISCEU.ANEOUS LOSSES, EQUIPMENT SIZE PRESS. AT SOURCE: Water meter 1 - Atmospheric Vacuum BrcAker 1 • Gate Valves 1-1 /2" VALVE NO. CHECKED: Conlrol Valve 1 • St.a. 9 C. Total Miscellaneous Loe.sets □. T olnl Syshm1 los1:tea (A+B+CJ DATE OF PRESS. CHECK: E F1Uing Losses (15%. or Total 1.osscs) 7/1 3198 F. Head Loss/Gain in System BY: G Minimum Required Pressure at Last Head Carlsbad Municipal Water District M. Dcoign Pressure (D + E + F + 0) CALC. DATE: 1. AvaH;:ible PSI J Rcsidu~I PSI (1-t,·i) BY: SLS L. Adjusted Resldu{ll PSI (J+K) LOSS IN PSI 0.83 2.15 0.37 1.26 4.61 LOSS IN PSI 2.20 2.20 3.40 1.50 I.DO 4.00 9_90 16.71 2.51 520 30.00 54.42 75.78 21 .36 21.36 ENGNEER'S SIGNATllRE RtpUIRED ON PAGE I ONLY AP,-.TL D I ~ ~ =-----1 ,D---.. 4 /\l/ yl 1~1NEERING PLANCH CKER ""!;IA1 ' / 12i2j/98 NS REVISE;D PER CITY PLAN' ~HECK , ----- -- DATE INlllAL DECLARATION OF RESPONSIBLE CHARGE I hereby declare that I am Landscape Architect of work for this project, that I have exercised responsible charge over the design of this proJect as defined in Section 6703 of the Business and Professions Code and that the design is consistent with current standards. I understand that the check of project drawings and specifications by the City of Carlsbad is confined to a review only and does not relieve me, as Landscape Architect of Work, of my responsibilities for the project design_ These plans have been prepared in substantial conformance with the approved landscape concept plan, water conservation plan, fire suppression plan, and all conditions of approval related to landscaping. California Landscape Technologies Firm ~ven L, Sherman ASLA Landscape Architect 970 Woodlake Drive, Cardiff. CA Addre~ Signature 2887 License No_ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. July 15 1998 Date 760.942.9320 Phone II AS TITLE REV!EVED BY• INSPECTOR CALIFORNIA LANDSCAPE TECHNOLOGIES landscape architecture irrlgar/011 assign 970 Woodlake Drive Cardiff by the Sea, CA 760.942.9320 BUIL T 11 -- DATE DATE I SH;ET I CITY OF CARLSBAD I SH~ETS I PLANNING DEPARTMENT BARBOUR RESIDENCE 1155 Hoover Street, Carlsbad, CA L APPROVED / ~ 1;__ · r,f. lJ/r v · //.·-·Js, ASSJSTANT M:'ANNING t!RECTDR 1./-S.cr,i ~ATE -DWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DA TT: INITIAL CHKD BY: J66-3L ~-REVISION DESCRIPTION RV\JD BY• HOP 9B-06 ENGIN(ER OF WORK OTHER APPROVAL CITY APPROVAL I I ------------ G-14 A & GS 25' (,!) z 5 <.( >-' (/) .... rj w I-en a: > 0 0 :c ER M H. 0 ------- 20· 30' I 74----- ----------------- M.H. 0 25' 4 \' .. • • ' / 4 ,, I " I - I'' \ SYMBOL DESCRIPTION MANUF. 15, 12, 1018 Shrub Spray/Pop-up Rain Bird ... b & Nozzle · Full NOT Nozzle • Adjustable t5'i{'' Nozzle • Three Quarter !>'' Rf Nozzle • Two Thit<:l 0,( I Nozzle -Half ~ Q:fl 0 L'-Nozzle -One Third A&L Nozzle ~ Quarter B-Nc7,zle -End Strip ~ Nozzle -Side Strip 15, 12, 10/8 Turf Po -U Rain Bird •0 0 Nozzle -Full NOi Nozzle -Adjustable S~OWN rf.f -..,-· Nozr:le -T~~~e Quart.er Nozzle -Two Third IRRIGATION LEGEND MODEL PSI 1812-SAMIPA-BS 1806-SAMIPA-BS 15. 12, 10, SF 30 15, 12, 10, 8 VAN 30 15, 12TO 30 15. 12TT 30 15, 12, to, 8H 30 15, 12, 10, BT 30 15, 12, 10, 80 30 15EST 30 15SST 30 1804-SAM 15, 12, 10, BF 30 15, 12, 10, 8 VAN 30 1s. 1 2Tc 30 15, 12TT 30 RADIUS 15, 12 10, 8 15, 12 10, 8 15, 12 15, t 2 15, 12, 10, 8 15, 12, 10, 8 15. 12, 10. 8 4x15 4 X 30 GPM NOTES Body Style 3.7, 2 6, 1 6 16 Install PCS screens as required to reduce radius. Install J,eads on risers (See Riser 2.8, 2.0 2.5, 1.7 Detail) except as follows. Install 12" pop-up /0 bodies when heads are within feet of ' 2.0. 1.3, 0.8. 0.8 wal~s and curt,s and along edge of turf 1.2. 1.0. 0.5, 0.5 areas. Use bottom inlet only. See Pop-Up 1,0, O. 7, 0.4 Ol4 Detail. Install 1806-SAM bodies where 0.6 planter depth will not allow 12" installation_ 1.2 Bod S le 15 12, 1 O 8 3. 7, 2. 6, 1.6 1.6 See Pop-Up Detail. Install PCS screens as +----1512,108 15, 12 15, t 2 2.8, 2.0 2.5, 1.7 required to reduce radius. SYMBOL I _,_ vv --- A , ~- ( (• .. . g ---N DESCRIPTION MANUF MODEL SIZE NOTES Point of Connection 1 " Tie into existing service line. Water Meter To be provided by water district. Angle Control Valve Hardie 2600T 1" See Anti-Siphon Control Valve Detail (Similar). Anti-Siphon Control Valve Hardie ,--------,----~----+------+------+--------·-~---------.... Atmospheric Vacuum Breaker Champion Garden Valve (Hose Bib) Champion Ball Valve KBI Controller wcs Check Valve KBI 700 APR Series 262-000 B-402 WLT-0000-T Water Window KC-Series Size per lans. Line Size 314" mht X 1 " f t Line Size 12 Station See Detail. See Detail. See Detail. See Detail. Install in 8" round valve box. (800.821.1322). Wall mount. See Detail. Install RG rain sensor in location selected b Owner. Install where required to prevent low head Pressurized Mainline -,--~~--------+-~--+------+------!!.~:"inag_e_. _____________ _, PVC Sch.40 1-112" or less Non-pressurized La.tera. PVC Class 200 Sleeve PVC Sch. 40 Size Per Plans ----Size Per Plans Install at 18" depth_ See Trenching Detail. Install at 12" depth. All pipe shall be 3/4" minimum exce t where noted. See Trenchin Detail. Sleev.:.s uhder improvements: SCALE: ,j 'd' Nozzle -Half 15, 12, 10, SH l------+,------,-----cc--,-,---------+----+--c;c~;c-:;,;c--;;-;-;---t-;=-t-:;-;~;---30 15.12,10,S-20,13,08,08 Sch 40 et 18'' depth, 2-1/2 times line size. Note: where mainline is shown sleeved, install one 4" wire sleeve. See Sleeve Detail. 0 IS!O ,-;f @' Nozzle -One Third 15, 12, 10, ST 30 15. 12. 10, 8 12, 10, 0.5 0.5 Nozzle -Quarter 15, 12,'10, SQ 30 15, 12, 10, 8 10, 0 7 0.4 0.4 0vi_6 NozGle -Side Strip 15SST 1---'-.,.-f---~=~-,-----+----+-----cc=~---+-=--+--.,-c;; ---+----~ 30 4x30 12 Cl (1-, Nozzle -End Strip Nozzle -Quarter I I.I KEYSTO RETAINI. WALL OR ERUAL . 6" P. C. <o CURB \ \ e N 15EST 30 4 X 15 0.6 3 30 32 0,9 N 63"49'W # • I I.I ¼ 2: 1 UT SLOPE . --~ ~_;.;;:~:~~: ..::~~---=·'· -' . . \ ~ ......,___ __ !_·_.·_·4-~ .... & ·-1--·~;;--'-f ... w F.F.= 0.0 i----<;(:) rT ( I: ) 2 o \ ·, Controller Station *~' y. t-:-:--,-----::::.,-----------1 aximum GPM -. PRO OSED RESIDENct--- F.F.=92.~ '·•. F.F."-'91.0 ------------~ -------- ~ ~-\.,, "---.. --------......... ____ \ <.O '"' "' ,-.. 0 "' ~--DEEPENE FOOTING "' co F.F. 90.25 ... co ·-------------...... __ EXIST. AC --------------------A ;;------·--~--- 4 F.F.=90.5 <CJ O'.) \ -DAYLIGHT \ • ~ O'.) APN 206-180-33 co NOTE: Install 12" pop-up bodies when heads are within 10 feet of pedestrian uses, including walks, curbs and along edge of turf areas. : Uri 0 a, 12/22/98 •--~ ··-~ .. , ' ,. DATE ----~ --<~-"~~ -~ .~••' w Q_ 0 _J 1-:::, ,0 /",\--'-c-------<. ·, .... _ '· . ""-......,,, ·---... ---- ~4~ .·---~---- APPROVED FOR PlsANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . 10 5 0 10 20 SCAIX IN FEET APN 206-180-05 l l{) r-- w "(:L_ TYPE "B" BROW DITCH I I ·-,,_PER D-75 { I oo SEE LETTER OF PERMISSION TO GRADE AND DRAIN BY DELORES & BARRY CLARK DA TED: 3/25/98. ENGINEER OF WORK: SPEAR & ASSOCIATES, INC. 1115 E. PENNSL YVANIA AV£. P.E. ESCONDIDO, CA. 92025 PHONE: (760) 737-7272 FAX: (760) 737-7274 REV}E\,/Ell -ff-.. ,, lNSPt'.CTOR 11 AS EXP BY, 50 crlt+ 'i'B lhk "'Jtcl:;~--~ CALIFORNIA LANDSCAPE TECHNOLOGIES landscape architecture trrtgatton assign 970 Woodlake Drive Cardiff by the Sea, CA 760.942.9320 BUILT" DA1E DATE I S2ET I I SHSTS I IRRIGATION PLAN 7/14/98 CITY OF CARLSBAD ENGINEERING DEPARTMENT MS REVISED PER CITY PLAN CHECK , ~----,----~------•---~-•-- ·"" --····~---• --BARBOUR RESIDENCE -----------------------~-----,. ---·- CY r~ , .. , .. ,, ·-------.. ~,----. , . .•.. APPROVED::?fk-2--5-9'9 ~-------'"" ,w-,-"'~"•~•--• ~SIST~T PLNll-lllJ& VI/WC.TO/ii. ' DATE ,1\, OWN BY: PROJECT NO. DR II WING NO. INITIAL DAT£ INITIAL DATE INITIAL CHKD BY: ENGINEER Of' WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: HOP 98-06 366-':3L SPEAR & ASSOCIATES, 11'C llf/.1,J .JOB NO. 98.197 <iiiiv I I I I M.H. 0 G-14 A & GS~1~2'-----_ 25' '-' z 5 <( \ 30' ,--- 25' TREES I CODE I BOTANICAL NAME COMMON NAME SIZE NOTES A Agonis flexuosa Peppermint Tree 15 Gallon MP Chamaerops humilis Mediterranean Fan Palm 6' BTH Multi-trunk, Owner Select PR Phoenix roebelenii Pigmy Date Palm I 24" Box Multi-trunk -· 'i SM Schinus rnolle California Pepper Tree ,i 15 Gallon Standard_ Double stake per delt:ail, ·-- QP Syagrus ramanzoffianum Queen Palm I I 24" Box TC Tristania conferta Brisbane Box 24" Box Double stake. T Tupidanthus calyptrahr5 Queensland Umbrella \', CAL, TREES, FRUIT/NUT .. . - CODE 80TANICAL NAME COMMON NAME jL SIZE NOTES ... 1 Apple Apple Tree 15 Gallon Species to be selected by Owner Single Stake. 2 Avoccido Avocado 15 Gallon ·-3 Citrus and other crop tree spp Ncn 15 Gallon 4 HC..'ltJl.l$: Orange Orange Tree " 15 Gallon --- BA Musa spp Banana 15 Gallon 5 Peach Peach Tree 15 Gallon 6 Plum spp, Plum Tree 15 Gallon I \ i OJ 0 "' APN 206-780-27 /'-0 <!O I -, ... ' I EXIS TAINING WAL ·, , __ "v A !..A ~ ,, ------• . . • \ CURB \' FERNS CODE BOTANICAL NAME LF Asptdium cape,nse GROUND COVER CODE BOTANICAL NAME ' I B Bougamv'illea spectabilis 'La Jolla' w/ Drosanthemum noribundum ® Geranum inca.num lmpati•ns spp [,~ Larnpr.illnthus L Lantana montevidensis 'Purple Trailing' I : 11 Laur81'1tia fluviatilis {lsotoma) J Tracheloapermum jasmin(')tl"'fes VINES CODE BOTANICAL NAME CA Calliardra haematocephala TURF t;.OIIE ' \,Aw• Marathon II Sod BOTANICAL NAME T-yj5t"""R" BROW OITC PE -7~::- COMMON NAME SIZE Leatherleaf Fern 1 Gallon COMMON NAME SIZE Bougainvi'llea 1 Gallon Rosea Ice Plant Flats Geranium 1 Gallon Impatiens 4" Pots Ice Plant Flats Ncn I (~l-..l_, Blue Star Creeper Flats Stiu Jasmtne \ c..llon COMMmlllAME IIZI Pink Powder Puff 5Gallon - COMMON NAME SIZE Tall Fescue ... . . c 1v1 ~i;;r··- v---,,~----·,, . , ~ . ' _, NOTES Plant in drifts of 3-5 plants. NOTES ~UH 12" O.C. 4 flats -spot in field 12" O.C. 12" o.c - 8" 0 C NOTES Espalier NOTES Bid Alternative: Seed ,, 't le V \ I SCALE: 1" 1 0' 10 5 0 10 20 .30 SCALE IN FEET APN 206-180-05 p ()FL Lo-r ? ' J\JJJ-\P ? JS 2 C NOTE: 1. Slopes over eight feet (8') in vertical height shall have: a. Cover crop/jute mesh (100% coverage) b_ Ground cover, minimum flatted size (100% coverage) c. Low spreading shrubs from minimum 2"3/4" liner, (70% coverage J . ---- . ;:>· P.C.C. PAVIN ------~\ ' • 10 d_ Trees and large shrubs from minimum 1 gallon (1/200 square feet) 2. Slopes between four feet (4') and eight feet (8') in yertical height shall have: I I I \ I I SHRUBS E BOTANICAi. lAIE AU Arbutus unedo 'Compacta' C Camellia japonica \ "' r- ... CE Ceanothus griseus hortzontalis 'Yankee Point' cc Cistus eris.pus... LC Lantana 'Gold Rush' LA Lantana 'Spreading Sunshine' M Myoporum 'Pacificum ·----~,--- N Nandina domest1ca ·compac:ta' PH Philodendron monstrosa F Phormium tenax 'Bronze' ' p Pittasporum tobira 'Wheeler's DWarf R Rhaphiolepis 'Pink Lady' s Schefflera arboricola c;" ; Strelitzia rncolai BP Strelitzia reginae w Westringia fruticosa \ 0 "' - COMMCIINAME Dwart strawberry Tree Japanese Camellia Wild Lilac Rockrose Lantana Yellow Trailing Lantana Myoporum Dwarf Heavenly Barn boo Philodendron New Zealand Flax Wheeler's Dwarf Pittosporum . Rhaphiolepis Hawaiian Elf Sc:hefflera Giant Bird Of Paradise Bird Of Paradise Ncn N (1J SIZE 5 Gallon : rs (:...t,..L_ 1 Gallon 1 Gallon 1 Gallon 1 Gallon 1 Gallon 5 Gallon S Gallon 5 Gallon 5 Gallon ~ Gallon 5 Gallon 15 Gallon 5 Gallon 1 Gallon \ • 0.0 \ ,--.:;-:-_ .......L.f-7,:lL,, ROUND F. F. =92 .o STEPPING OWNERS LE/ I I PRO OSED RESIDEN F.F."'91 .0 _, .-~---· 4 ----... ------i-:~cir::: JIii \ I \ LEX<ST I ------f---""'"----- NOTES w "' APN 206-180-33 (1J (X) ------f-PEREN N IALS CODE BOTMl:llNA• A Agapanthus 'Queen AnM-· 0 Segonia D Hernerocallis hybrids Li Uliope muscari 'Majestic' 1 DAYLIGHT 0 0, COMMON NAME Queen Anne Lily-of-the-Nilij: Begonia Day Lily Big Blue Lily Turt ' SIZE 1 Gallon t 1 Gallon 1 Gallon 1 Gallon ·- I -I 5 I LAWN NOTES 60% Orange: 30% Double Gold: 10% Red ' Lt) ;;> r--. uJ ~ r (0 N z a. Cover crop/jute mesh (100% coverage) b. Ground cover. minimum flatted size (100% coverage) c. Low spreading shrubs from minimum 2-3/4" liners (70% coverage) 3. Slopes three feet (3') or less in vertical height and adjacent to public walks or streets shall have cover c~p/jute mesh (100% coverage) x:-"7 ·-., L TYPE "B" BROW DITCH I ',,, PER D-75 Oo 4. Cover Crop shall consist of the following: Purple and White Alyssum (50% mix) at 6 pounds seed per acre • SEE LETTER OF PERMISSION TO GRADE AND DRAIN BY DELORES & BARiR,Y CLARK DATED: 3/25/98 . CALIFORNIA LANDSCAPE TECHNOLOGIES -. landscape architecture irrigation design 970 Woodlake Drive Cardiff by the Sea, CA 760.942.9320 ENGINEER OF WORK: "AS BUILT" II SPEAR & ASSOCIATES, INC. 1115 E. PENNSLYVANIA AVE. ESCONDIDO, CA. 92025 PHONE: (760) 737-7272 FAX: (71j0) 737-7274 PE ____ EXP. ____ _ DATE REVlE\./ED BY, INSPECTOR DATE: PLANTING PLAN 7/14/98 CITY OF CARLSBAD ENGINEERING DEPARTMErH '"1_2/_2_2/_9_8-,,M,...,.,S=--r::,R::,E-:Vlc:Sc:Ec:D-:P:-:E:-:R::-::,C,:IT-:Y-:P::LA-:-:-N-:C::H-:E:::-C:::-K:-:---------.,----,---,r----,---f I SH3ET I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BARBOUR RESIDENCE APPROVED f----+----+---.---------------------t-----,------i---·+-------i •'6$(?i f DATE DA TE INITIAL '--•----+----,,--t-----c-----,-,:--1-::-:-:----I DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: __ _ PROJECT NO. CHKO BY; __ _ RVWO BY: __ _ HOP 98-06 DRAWING NO. 366,3L SPEAR & ASSOCIATES. INC or /.J JOB NO. 98.197 ,---------©--J f,------ Cl (D WALL-MOUNTED CONTROLLER OUTDOOR WALL MOUNT (]) 1.5-INCH PVC SCH 40 GREY CONDUIT AND FITTINGS @ WIRES TO REMOTE CONTROL VALVE @ JUNCTION BOX @ 1-INCH PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY @ OUTSIDE WALL WALL-MOUNTED CONTROLLER -J'--(4l--r1'- 1 NOTE: ALL PRESSURE MAIN LINE UNDER DRIVES SHALL BE BURIED TO A 50" MINIMUM DEPTH. TRENCHING G) CLEAN COMPACTED BACKFILL 0 "PAVING (D 18" MIN. MAINLINE DEPTH @ © 12' MIN. LATERAL DEPTH SATURATE AND COMPACT BACKFILL TO 90% @ 6" MIN. CLEARANCE FROM HARDSCAPE/FINISH SURFACE @ FINISH SURFACE © NON-PRESSURE 'LATERAL' LINE (!) PRESSURE 'MAIN' LINE @ DIRECT BURIAL, LOW VOLTAGE, CONTROL WI RES. BUNDLE AND TAPE BELOW 0 UNDISTURBED SOIL 1 }-------------, 0 LATERAL LINES IN SCH. 40 SLEEVES ~ MAINLINE AND ~ CONTROL WIRES IN SEPARATE SCH. 40 SLEEVES ri'\ LATERAL DEPTH: ~ 18" UNDER VEHICLE PAVING; 12" UNDER PEDESTRIAN PAVING (";\_ 18" MIN. MAINLINE ~S \!...,I AND CONTROL WIRE ~ DEPTH OR PER IRRIGATION SPECIFICATIONS lo\ 6" MIN. SEPARATION ~ BElWEEN lWO PIPES IN TRENCH NOTE: 1. SLEEVE SIZE TO BE 2-1/2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 2. IN ROCKY SOILS, THE BACKFILL MATERIAL IS TO BE COMPACTED CLEAN SAND. SLEEVE INSTALLATION CD Ht' PLASTIC VALVE BOX (!) 1" CLEAR ABOVE GRADE @ FINISHED GRADE @ 18" MIN. MAINLINE DEPTH @ 3· CLEARANCE TO VALVE HANDLE (D BALL VALVE (j) PVC MALE ADAPTER(2) 1 111111"' lllltr ~1 I I I 111 · 111111 : I I I Ii 1111 . - BALL VALVE @ PVC Ell (45°) (4) (!l PVC NIPPLE (4) @ 1/2 CU F.T. PEA GRAVEL 8 9 G) ID TAG 0 WATERPROOF CONNECTION (1 OF 2) 0 30-INCH LINEAR LENGTH OF WIRE, COILED © ANTI-SIPHON CONTROL VALVE ® INSTALL MIN. 12 INCHES ABOVE HIGHEST POINT OF LATERAL OR HEAD 0 UV RADIATION RESISTANT PVC SCH 40 MALE ADAPTER (1 OF 2) 0 UV RADIATION RESISTANT SCH. 80 PVC NIPPLE (1 OF 2) ® FINISH GRADE/TOP OF MULCH 0 PVC SCH 40 ELL (1 OF 2) @ PVC MAINLINE @ PVC LATERAL PIPE @ 18" MIN. MAINLINE DEPTH @ 12" MIN. LATERAL DEPTH ANTI-SIPHON CONTROL VALVE 0 ATMOSPHERIC VACUUM BREAKER 0 UV RADIATION RESISTANT SCH. 80 PVC MALE ADAPTER (1 OF 2) 0 MIN. OF 12 INCHES ABOVE HIGHEST POINT OF LATERAL OR HEAD t.\ UV RADIATION RESISTANT \V SCH. 80 PVC 9go ELL (1 OF 3) © SCH. 80 PVC UNION © PVC SCH. 80 RISER (TYPICAL) (j) FINISH GRADE G) IRRIGATION LATERAL PIPE (!) PIPE FROM REMOTE CONTROL VALVE @ 12" MIN. LATERAL DEPTH ATMOSPHERIC VACUUM BREAKER -----Q) CD STREAM ROTOR SHRUB HEAD, REFER TO LEGEND FOR SPECIFICATIONS @ BROWNLINE UVR-PVC COUPLING OR CHECK VALVE AS REO'D @ STAINLESS STEEL STRAPS (2 REO'D) WITH #4 REBAR STABILIZER, 30" MIN, LENGTH @ MARLEX STREET ELLS, TYPICAL @ 1/1" PVC SCH. 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH, 40 SxSxT TEE OR ELL (!) PVC LATERAL LINE, SIZE AS NOTED ON PLAN STREAM ROTOR \< -------0 ' ~------@ >------13 I I ~I ~-.J G) GARDEN VALVE, 1" FPT x 3/4" MHT (i) ® © 1" DIA. SCH 80 RISER FINISHED GRADE 36" 4x4 REDWOOD POST· FASTEN RISER TO POST WITH GALVANIZED U-CLAMPS @ 2 THREADED ELLS (!) 2. 2"x1" DIA. SCH BO NIPPLES (J) MAINLINE AND TEE @ 6" FROM FINISHED GRADE (V 18" MIN. MAINLINE DEPTH GARDEN VALVE G) 4" FROM WALKS 8" FROM STRUCTURES Ci) FINISHED GRADE CI) POP-UP HEAD (USE BOTTOM INLET ONLY) @) SCH. BO NIPPLE ® MARLEX ST. ELL (2) @ PVC TEE OR ELL (j) PVC LATERAL PIPE @ 12" LATERAL DEPTH 111111111 1111!111~111111111_ ___ _ 111111111----IIIIIIUl!alllllllll 11111111111 111111111 111111111 8 3l----'- 4 (j) POP-UP SPRAY HEAD 8 G) MAINTAIN a• MIN. FROM ALL BUILDINGS AND WALLS TYP. @ SHRUB SPRAY HEAD @ SCH. 80 RI SER 1 /2" @) FINISHED GRADE @ (2) SCH. 40 PVC STREET ELLS @ SCH. 40 PVC TEE OR ELL (J) PVC LATERAL @ 12" ABOVE GRADE (v 12" MIN. LATERAL DEPTH SPRAY HEAD ON RISER CD---2 3 <;'"~ ,, 7 0 cD 2• BELOW TOP OF CURB, SIDEWALK OR OTHER HARDSCAPEFEATURE @ PREPARED SOil @ FINISH GRADE ® EQUAL {X) . SEE PLANT SCHEDULE FOR ON CENTER SPACING ® CONCRETE MOW STRIP OR HARDSCAPEIMPROVEMENT AS INDICATED ON PLAN @ CONCRETE CURB OR HARDSCAPEIMPROVEMENT AS INDICATED ON PLAN (J) EQUAL 1/2 {X) OR 6" MIN. PLAN GROUNDCOVER PLANTING 1 0 0 4 CD ROOTBALL 0 CROWN· 1" ABOVE FINISH GRADE 0 FINISH GRADE 0 FINISH GRADE AT SLOPE ® 2 X ROOTBALL DIAMETER © BACKFILL MIX (SEE SPECS.) 0 PLANT TABLETS (SEE SPECS.) ® 4" HIGH WATERING BASIN (IF REO'DJ 0 UNDISTURBED NATIVE SOIL TREE/SHRUB PLANTING ~---------------- 1 ::~ " " " " 0-> " " 0 VINE ATTACHED TO SURFACE BY APPROVED METHOD 0 NURSERY STAKE· TO BE REMOVED 0 EXISTING SURFACE © CROWN -1' ABOVE FINISH GRADE ® 4" HIGH WATERING BASIN (IF REC"D.) 0 PLANT TABLETS (j) FINISH GRADE ® BACKFILL MIX (SEE SPECS.) 0 2X ROOTBALL DIA. @ UNDISTURBED NATIVE SOIL 3) @ ROOTBALL J ~ @ MIN. 6· BELOW FINISHED FLOOR @ BLDG. CD TREE TRUNK @) SEE TREE PLANTING DETAIL @ 24" MIN. 5 1 © VINYL TREE TIE (2 REO'D.) ® 2" DIA. x 10' LODGEPOLE 2 PINE STAKE @ 12" MIN. SINGLE STAKING DETAIL Signature CALIFORNIA LANDSCAPE TECHNOLOGIES ----- /andscaps arr:llll8cluf8 VINE PLANTING Irrigation dssfgn 970 Woodlake Drive Cardiff by the Sea, CA 760.942.9320 IRRIGATION DETAILS ENGINEER'S SIGNAnJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DA TE 12122198 1-1\ .S. REVISED PER CITY PLAN CHECK 7/14/98 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF7 PLAN'fING AREAS. "AS BUILT" TITLE _______ _ DATE REVIE\JED BYr INSPECTOR DATE I SH4EET] CITY OF CARLSBAD I SH5ETJ l-------1---1--------" -_-_--:__-_-__ -_ -_ -_ -_ -_ -_ --t-t--_ -_ -_ -_ i-+ -_ -_ -_ ---t-t--_ -_ -_ -_ -t---t -_ -_ -_ 4-----i ~==='-'===:=Plc:.:A::N;;.;N,;,:.IN::G':=DE=:P=A:-::R=TM::=E:::N=T=======: BARBOUR RESIDENCE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: ___ PROJECT NO. DRAWING NO. OAT£ INITIAL 0A11'.: INITIAL CHKD BY:___ 366-3L HDP 98-06 OTHER APPROVAL CITY APPROVAL RVVD _T!.Y, GENERAL SPECIFICATIONS 1. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made. a part of these specifications and their provisions shall be carried out by Contractor. 2. All proposed improvements shall comply with City of Carlsbad's Slope Revegetat1on and Erosion Control Requirements as specified in Section IIIB of the City of Carlsbad Landscape Manual. 3. Contractor shall have a valid contractors license required for the particular work being done. Contractor shall not allow the license(s) to lapse during the contract period. 4 Contractor shall verify the location of all existing utilities, structures, and services before commencing work. The locations of Lllilities, structures and services shown in these plans are approximate only. Any discrepancies between these plans and actual field conditions shall be reported to the Owner or Landscape Architect. 5. Contractor shall protect all existing utilities and features to remain on, and adjacent to, the proiect site during construction Contractor shall repair, at his own expense, all damage resulting from his operations or negligence. 6. Contractor shall obtain the pertinent engineering and/or architeclural plans before beginning work. 7. Contractor shall obtain all necessary permits required to perform the work indicated herein before beginning work. 8. Contractor shall arrange for payment of any permit fees and related expenses with the Owner's authorized representative. 9. Contractor shall not willfully install any equipment as shown on the plans when it is obvious in the field that 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 representatives prior to per1orrn1ng any work or Contractor shall assume all responsibility for any field changes deemed necessary by Owner. 10. All proper1y lines shall be verified prior to commencing work, no construction item, including footings. shall extend past the property line. 11. Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. All piping, conduit, sleeves, etc. shall be set in place prior to installation of construction items. 12. Contractor shall be responsible for replacing any existing materials that are damaged during construction. 13. The drawings and specifications represent the finished structure. All bracing, temporary supports, shoring, barricades, etc. are the sole responsibility of Contractor. 14. Observation visits to the job site by the Landscape Architect do not include observation of construction methods and safety conditions at the worksite. These visits shall not be construed as continuous and detailed observations. 15. 17. Contractor shall maintain a qualified supervisor on site at all times during installation. Supervisor shall keep and have available a current copy of the landsc.>pe and irrigation construction plans on which "As Built" notes shall be recorded. . _ . _ Contractor shall assume sole and complete responsibility for the job site cond1t1ons during construction of this project, including the safety of all persons and proper1y. This requirement shall apply continuously and not be limited to normal working hours. Contractor shall protect all construction and landscaping from damage and, when required, provide guards or covering. Any damage shall be repaired or replaced at the Contractor's expense. Contractor shall defend, indemnify and hold Owner and Landscape Architect harmless from any liability, real or alleged, in connection with the per1ormance of the work on this project, including any claims arising out of his operations or the operations o,f any of his subcontractors, material suppliers, or agents excepting for habil1ty arising ,rom the sole negligence of the Owner or Landscape Architect. IRRIGATION SPECIFICATIONS 1. Irrigation plan is diagrammatic. All irrigation equipment shall be localed in planting areas only unless noted othenwise. All equipment shall be installed as shown 1n the details and specifications. 2. Contractor shall keep the premises clean and free of excess equipment, materials and rubbish incidental to work covered under this section. 3. PVC Specifications: A. All risers shall be P.V.C. Schedule 80. B. All pipe fittings shall be P.V.C. Schedule 40. C. All mainline pipe 1 ·112" or less shall be P.V.C. Schedule 40; D. Ail lateral pipe shall be P.V.C. Class 200 (minimum 3/4 inch) E. Copper pipe and 1ittings shall be Type K copper with recessed solder Joint type fittings. 4. Backflow prevention devices shall be located as indicated on the irrigation plan. Installation shall conform to local governing codes and regulations and manufacturer specifications. BacKflow preventer shall be installed a minimum of twelve inches (12") above grade or highest head on circuit. 5. Contractor shall install pressure regulator at backflow preventer, if required, to provide correct operating pressure to heads on each circuit if pressure is found to exceed 100 psi. Contraclor shall provide a bid alternate cost for installation of pressure regulator. Contractor shall adjust all pressure regulators at backllow preventer and at valves to provide correct operating pressure to heads on each circuit. 6. Contractor shall install new controller. New automatic controller shall be size and type as noted and installed as indicated on irrigation plan or where directed by Owner. Controller shall be installed per manufacturer's instructions. Control wires shall be sleeved in eleclrical conduit from controller interior to eighteen inches (18") below grade Owner shall provide 120 volt service to controller. 7. Final location for the installation o1 the new backflow preventer and the automatic controller snail be verified in the field by the Owner's authorized representative 8. Wire Specifications: A. All wire shall be 14-gauge ANG-UF, direct burial type. A different color shall be provided for each valve station_ Common wire shall be white or match color of existing common wire in use. Wire runs are lo be continuous from controller to valve with splices at valves only. Splices and connections shall.be made with pen•tite connectors or equivalent and shall be placed in valve box. B. All wires shall be installed with twelve inches (12") of excess wire (coiled) at the end of each wire run and at ninety degree (90°) changes in direction. C. Control wire shall be laid eighteen inches (18") deep. Control wire shall be bundled and placed beneath mainline where possible, taped to mainline at ten feet (1 O') on center. D. One (1) additional control wire shall be run to each valve manifold. Wire shall be bundled, taped, and placed in control valve box. F. Contractor is to provide an additional pilot wire to each valve manifold. Wire shall be bundled, taped, and placed in control valve box. 9. All automatic valves shall be of size and type noted in legend. Valves shall be located within shrub planter beds (wherever possible) and shall be set flush with the mow curb, or a minimum of twelve inches (12") away from any other hardscape or structure. Valve manifold shall be connected off of a single tee on the mainline except at the end of the mainline run. Valves shall be set a minimum of six inches (6") apart to allow servicing. Valve shall be tagged w1tH controller leller and valve number permanently marked on plastic tag. 10. All pressure mainlines shall be eighteen inches (18") deep and all PVC laterals twelve inches (12") deep. Backfill in hard dig conditions shall be sand to two inches (2") above and below pipe]. Trench backfill shall be free of any material that may damage irrigation pipe or equipment including rocks in exc;ess of one inch (1 ") in diameter. In the event of backfill settlement, Contractor shall per1orm required repairs at his own cost. 11 _ All mainline and lateral lines shall be sleeved with PVC Schedule 40 two and one half (2·1/2) times the diameter of the sleeved line where it passes under paved areas. Contractor shall locate existing sleeves under existing concrete Irrigation Contractor shall coordinate with Concrete Contractor to ensure all sleeving 1s set prior to concrete pours. Contractor is to locate and utilize existing sleeves under driveway, 1f available. Under no circumstances shall new laleral lines be installed under concrete without sleeving. 12. All spray heads are lo be located a minimum of eight inches (8") away from any building wall or structure and fe>ur inches (4") away from walks and drives. All rotors are to be installed 12" from walks, walls or drives. All heads are to be installed with the nozzles, screens and arcs shown on the plans unless radius or arc is inappropriate for size and space irrigated. Contractor shall provide correct nozzles and arcs for actual areas irrigated. 13 Check valves shall be used where indicated and wherever necessary to prevent water flow from lower elevation heads when system is turned off. 14. Prior to backfilling irrigation trenches, the following procedures shall be implemented: A. All mainlines in the system shall be capped and pressure tested at 125 psi for a period of four (4) hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new matE,rial in its place. B. All laterals shall be pressure tested at design pressure for one (1) hour. C. Contractor shall not allow nor cause any of his work to be covered until it has been inspected, tested and approved by the City of Carlsbad Inspector. 15. Irrigation Contractor shall adjust all heads and nozzles to provide an even coverage to all planter areas and to keep spray e>ff buildings, walkways, walls and drives. All heads are to be adjusled to prevent overspray onto buildings, walls, fences and hardscape. This includes, but is not limited to, adjustment of diffuser pin or adjustment screw, replacement of pressJre compensating screens, replacement of nozzies with more appropriate radius units and the replacement of nozzles with adjustable arc units. 16. When the sprinkler system is completed and prior to planting, the Contractor, in the presence of the Builder/Owner's aulhorized representative, shall perform a coverage test of water afforded the planting areas to ensure it 1s complete and adequate. Contractor shall also peliorm a coverage test prior to planting in the presence of the City of Carlsbad Inspector to demonstate that the water afforded the planting areas is complete and adequate. Contraclor shall furnist, all materials and per1orm all work required to correct any inadequacies of coverage at his own cost. 17. Contractor shall furnish to Owner a complete "As Built" drawing of new and existing equipment installed showing exact size, type, and dimensioned locations of the following items: A. Point of Connection B. Backflow Preventers C. Ball Valves D. Hose Bibs E. Control Valves F. Controllers G. Mainline H. Controller Wire The "As Built" drawing shall be prepared on bluelines and Contractor shall provide two prints, along with original, to Owner. Contractor shall also provide a rnduced 'As Built" drawing (maximum 11x17 size), color- coded, showing areas irrigated by each station. This plan shall be encased in plastic upon Owner's approval of drawing. Contractor shall also provide irrigation programming chart. These are to be delivered on or before final inspection. Plan Preparer shall transfer as"bulit information as provided by the Contraclor to City of Carlsbad mylars as required by the City of Carlsbad. 18. Irrigation Contractor shall maintain the system for a period of thirty (30) days and shall water as required to establish new plant malerial. 19. Irrigation Contractor shall guarantee in writing the entire newly installed irrigation system to be free of defects in workmanship and malerials for a period of one (1) year from 1inal acceptance by Owner. IRRIGATION OPERATION 1. This section is provided as a requirement for maintenance during the establishment period and as a recommendation for future continued maintenance. 2. Irrigation is to be maintained and operated in such a manner as to p'.event wate_r from collecting e>n or running across concrete or asphalt or from overspray,ng onto buildings, fences, walls or other hardscape features. 3 Where landscape irrigation is required adjacent to buildings, the subgrade soils shall be maintained in a moist but not saturated state. 4. Maintenance Contractor shall be required to have ava,lable and use a soil tube or probe to frequently check soil moisture before and after operation of the irrigation system to evaluate the necessity for irrigation scheduling adjustments Contractor shall adjust system timing and coverage patterns on an ongoing basis to compensate for reduced water requirements as plants mature and pattern deflection as plants grow. 5. Maintenance Contractor shall be required to frequently test the irrigation system to ensure that all heads operate correctly and that no breaks or leaks exist. The Maintenance Contractor shall not permit the irrigation system to operate with broken equipment. Repairs to the system shall be made with originally spec1f1ed materials in accordance with the Landscape Architect's plans to ensure proper coverage and pressure within the irrigation system. Failure to match originally specified materials may result 1n an moperable system with significant water waste. 1. a. b. C. PLANTING SPECIFICATIONS The planting plan is diagrammatic. All plant locations are approximate. Quantities shown on the planting plan are approximate and are for the convenience of the contractor only. Plant symbols take precedence over plant quantities specified. Contractor shall notify the Landscape Architect of discrepancies between quantities and symbols shown. 2. Contractor shall apply a contact herbicide (herbicide applicator shall be licensed by the State of California) where weeds are present, per manufacturer's specifications, a minimum of ten (10) days prior to commencement of any plantmg or irrigation work. Weeds shall be allowed to completely die back, including the roots, and shall then be removed before proceeding with work. 3. Contractor shall receive site grades at + one-tenth foot (0.1 O') of finished grade. Contractor will be responsible for verifying grades prior to beginning work and shall be responsible for all grades once work has commenced Contractor is responsible for providing fill mounding shown on plan. Fill shall be top soil grade. 4. After rough grading, Contractor shall obtain soil samples from enough locations on the site to represent an adequate cross section of sile conditions. Contractor shall submit soil samples to soil testing laboratory (pre-approved by the City of Carlsbad) for soils analysis. Soils analysis testing shall conform to minimum requirements as set forth in City of Carlsbad Landscape Manual. Results and recommendations of the soil testing laboratory shall be submitted to and approved by the City of Carlsbad. Approved recommendations for amendments and backfill shall be incorporated into the landscape plans prior to the start of construction and shall become part of the approved plans. Products specified by product name by the soil lab in the recommendalions may be substituted with "or equal" products approved by the City of Carlsbad. For bidding purposes, assume that all areas to be planted (except slopes in excess of 3: 1) shall be rota-tilled to a depth of eight inches (8") and the following amendments spread evenly and thoroughly blended in per 1000 square feet: a. 3 cubic yards nitrogen fortified redwood shavings b. 100 pounds agricultural gypsum c. 15 pounds soil sulfur d. 25 pounds 16-6-8 slow release fertilizer Soil shall be suitable for plant growth and free of harmful substances or deleterious materials prior to planting. 5. Contractor shall remove all rock in excess of 1 '' diameter exposed at the soil surface. 6. Prior to planting, irrigation system shall be fully operational and all planting areas shall be thoroughly soaked. 7. Each plant shall receive "agriform" (or equal) plant tablet as follows: Groundcover/flats 1 gallon container 5 gallon conlainer 15 gallon container per three inches (3") of boxed treo size (1) 5gram (1) 21 gram (3) 21 gram (5) 21 gram (1) 21 gram 8. Plant material shall not be root bound. Five gallon plants and larger shall have been grown in containers for a minimum of six months and a maximum of two years. Plants shall exhibit healthy growth and be free of diseases and pests. 9. Plant pit shall be twice the width of the designated nursery container but shall be no deeper than the container. Root ball shall protrude above the plant pit 1/2 inch (1/2") at the completion of planting. 10. Backfill shall be per soil test. For bidding purposes, assume plant backfill shall be 75% site soil, and 25% nitrogen lortified redwood shavings by volume. 11. The following shall apply to the insertion and removal of stakes: a. stake all plants per detail. b. remove nursery stakes and ties from all container stock. Maintain side growth on all trees. Tie all vines to wall, trellis, or fence with clear nursery ties. 12. Plants shall not be placed within twelve inches (12") of sprinkler heads or within eighteen (18") inches of buildings. 13. Contractor shall install root barriers on all new trees within five feet (5') of walls, walkways or other hardsca_pe area_s. Roof barrier shall be as manufactured by Deep Root Corporation or equivalent. Size and mstallat1on shall be per manufacturer's specifications and details. 14. Contract"'.' shall install drainage chimneys in all plant pits where obstruction to root growth or drainage 1s encountered, such as in rock, clay or caliche. 15. Contract_or shall maintain a minimum 2% drainage away from all buildings, structures, and walls. Finished grades shall be smoothed to eliminate puddling or standing water. 16. All areas not planted with ground cover shall be mulched to a depth of two inches (2') at the conclusion of planting. Mulch shall be decomposed shredded wood. Color shall be Owner select. 17 Contractor shall leave site in a clean condition, removing all unused material, trash, and tools. 18. Contractor shall maintain all plantings for a period of thirty (30) days or until plants are deemed established and irrigation is operating properly to the satisfaction of Owner and Landscape Architect -whichever period is longer. At completion of all work outlined in these plans, Contractor shall contact Owner and arrange for a walkthrough to determine that all aspects of work are completed. Work must be fully completed according to all plans and specifications and must be completed in a good workmanship manner and must be accepted by Owner in writing prior to the beginning of the establishment period. The establishment period shall include the following scope of work: a. daily watering of all plant material. b. adjustment of sprinkler head height and watering pattern. c. weeding and removal of all weeds from ground cover areas, on a weekly basis. d. replacement of any dead, dying, or damaged trees, shrubs, or ground covers. e. filling and recompaction of eroded areas. f. rilling and replanting of any low areas which may cause standing water. g. weekly removal of all trash, litter, clippings, and all foreign debris_ 1. at 30 days after planting, and prior to the end of the establishment period, Best Fertiliz.er Company 16-6-8 (or equal) shall be applied at the rate of six (6) pounds per 1,000 square feet to planting areas. Additional fertilizations shall be per soil test. 19. Prior to end of establishment period, Contractor shall contact Owner and arrange for a final walk through. Owner must accept all maintained areas in writing prior to end of establishment period. a. All groundcover and shrubs shall be guaranteed by Contractor in writing as to growth and health for a period of sixty (60) days after completion of establishment period and final acceptance. All trees shall be guaranteed by Contractor in writing to live and grow 1n an acceptable upright position for a period of one (1) year after completion of the specified establishment period and final acceptance. b Contractor, within fifteen (15) days of written notification by Owner, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as indicated or specified on the original plans, and all such replacement materials shall be guaranteed as specified for the original material guarantee. 20. Contractor, under the direction of the Landscape Architect, shall remove all unwanted groundcover, trees and shrubs. 7/14/98 CALIFORNIA • LANDSCAPE TECHNOLOGIES landscape architecture irrigation design 970 Woodlake Drive Cardiff by the Saa, CA 760.942.9320 II AS BUIL T 11 SPECIFICATIONS APPROVED F'OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCArfION OF PIJANTING AREAS. TITLE ________ _ DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE REVIEIJED BY• INSPECTOR DATE 12122198 M ~ REVISED PER CITY PLAN CHECK 1-----"--+----+-~-----------l-----l------l------l---~1sH5EETI. _c_IT~Y--=--~O~F'---=C~A=R~L=S~B-A_D~~_!EE.TS -PLANNING DEPARTMENT L~__J j-----+---+---------------------1-----+---+---+----I ---------------------· BARBOUR RESIDENCE t------t--+------------·-------+----,1-----+---+---I ~=======,;-',"'='r'iF",4-========~ ~AP_:__PR~O_:VE=.D_,,,_~~,,,;il~7~_J.L~i1''/~~.e_"_,'f-5-fz t------t--+---------------..J.....---1---l-----l----l ~A':"S:=S::I_S'::::_T:'::'A-=N-li-K=._=-.:=_:='A_sN,..,1,~~tN::::::(iD::::l:=R=:EC:'::T.~'Fli=R:::====:-:=.===D:::::A__:::::T_E:::::=:::: DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ---HOP 98_06 366-3L RVIJD BY• DATE IN111AL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL