Loading...
HomeMy WebLinkAboutDWG 349-3P; CT 92-08; GREEN VALLEY PHASE I / LA COSTA GLEN; 01-25Landscape Construction Documents For: Mode Complex & Main Continuing Life Communities, INDEX OF DRAWINGS SEQ. NO. SHT. NO, SHEET TITLE ' INDEX 1 ID -100 COVER SHEET AND DRAWING INDEX LANDSCAPE DESIGN 2 L -201 PRECISE GRADING PLAN 3 L -202 PRECISE GRADING PLAN • L -300 CONSTRUCTION SCHEDULE 5 L -301 CONSTRUCTION PLAN 8 L -302 CONSTRUCTION PLAN 7 L -303 CONSTRUCTION PLAN 8 L --401 STAKING PLAN 9 L --402 STAKING PLAN 10 L -601 CONSTRUCTION DETAILS 11 L -602 CONSTRUCTION DETAILS 12 L -603 CONSTRUCTION DETAILS 13 L -60-4 CONSTRUCTION DETAILS 1-4 L -605 CONSTRUCTION DETAILS 15 L -608 CONSTRUCTION DETAILS 16 L -700 IRRIGATION COVER SHEET 17 L -701 IRRIGATION PLAN 18 L -702 IRRIGATION PLAN 19 L -750 IRRIGATION DETAILS 20 L -801 TREE AND VINE PLAN 21 L -802 TREE AND VINE PLAN 22 L -901 SHRUB AND GROUNDCOVER PLAN 23 L -902 SHRUB AND GROUNDCOVER PLAN 2-4 L -950 PLANTING DETAILS 25 L -951 PLANTING SPECIFICATIONS NOT£: • REFER TO SPECIFICATIONS MANUAL FOR SPECIFICATIONS REGARDING PIJ\NTING, IRRIGATION, HARDSCAPE, & SITE FURNISHINGS. APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS, // AS BUIL T11 RC[ __ _ EXP,---- REV!Ew'ED BY• INSPECTOR Entry DATE DATE LLC u ....I ....I • en w VICINITY MAP j:: w ->"' z a:: .,., :::) O CO ::::E N ::::E w C, LA COSTA AVE i ~@:1~€.~,._,.- ...____,,...,-:::o' '-' o otS ,<ci u 1/l c., E-t 4. z . en~ w _z ..... zo 0 1i! PACIFIC OCEAN KEYMAP 5 SITE, EL CAMINO REAL ~\) OUVEHAIN N.T.S. L-20 L-30 L-40 L-70 J.:-8 0 NORTH N.T.S. 3~ ~ ,~~; " ~!j ~ NORTH ::J a:: ~ Ow u 4. :::::!: ...J u (!) ...J :s z 0 :::, 0 u... ::) (X) z I-z 0 u ii.1 ~ ID-100 ISHEE1l CITY OF CARLSBAD I SHEETS I 1----+----11---------------t------+------t-----t-----t L!.._j PLANNING DEPARTMENT 25 l----+----11----------------j-------t------t-----t-----t DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL LANDSCAPI;: Pl,t.NS FORT· B CARLS~AD RACT 92-0 hAODEL COMPLEX & MAIN ENTRY CT 92-08 EEN V. LLEY -PHASE 1 OWN BY: ~-PROJECT NO. DRAWING NO. CHKD BY:__ CT 92-08 349-3P RVw'D BY '/ 1/ ~, .,___c, :")"'3 "\ 207 0 204 203 I RT I ------------·---------------- LIMIT-OF-WORK --------------------------------- NOTES THIS DRAWING IS FOR COORDINATION PURPOSES ONLY. REFER TO CIVIL ENGINEER'S DRAWINGS FOR GRADING AND DRAINAGE. IF A DISCREPANCY BETWEEN THE TWO PACKAGES OCCUR, THE CONTRACTOR SHALL NOTIFY THE OWNER FOR APPROPRIATE DIRECTION. = TEMPORARY ----- I -- PARKING LDT I ,,.< I MPDRARY SALES TRAILER ~o 'b'b ~- ---,.- • I ( -DIRECTION OF FLOW □ AREA DRAIN ABBRfVIA TED KEY - SWALE LINE SEE LEGEND --GRADE BREAK ELEVATION • SPOT ELEVATION ABBREVIATED KEY - SEE LEGEND WALL ELEVATIONS RETAINING WALL . TW TOP OF WALL TS TOP OF STAIR BS BOTTOM OF STAIR TC TOP OF CURB RE RIM ELEVATION FFE FINISH FLOOR ELEVATION FG FINISHED GRADE FS FINISHED SURFACE INV INVERT ELEVATION TG TOP OF GRATE HP HIGH POINT ~ TP TOP OF PILASTER .....I -.__ _________________________ __,IV) GRADING NOTES: ' 1. LANDSCAPE CONTRACTOR SHALL RECEIVE SITE AFTER ROUGH GRADING IS COMPLETED AND PREPARE FINE GRADING OF SITE. SEE CIVIL FOR ROUGH GRADING. 2. WALKS NOT DESIGNATED AS RAMPS TO BE LESS THAN 5% SLOPE J. WALKS & PATH OF TRAVEL SHALL HAVE LESS THAN 2% CROSS-SLOPE. 4. REFER TO WALL SCHEDULE AND TYPICAL DETAILS FOR WALL HEIGHTS. 5. DRAIN LOCATIONS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. PRECISE LOCATIONS ARE TO BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER IN THE FIELD PRIOR TO INSTALLATION. Li.I I-I:!; l() z ci:: n ::) Cl IX) ~ N ~ wO"l oot)__,,ci u ~ ~ <( Li.I z z Ill ~ 1.i..ZOO-' .....I Cl'. I-r ' a:::<( 0[5 ..., C) ::::!: ::l :s u Z O :::> -QI.&.. ::) CX) z 1-z 0 u OI OI ' 0 N ' i;,o i!i- c.., z -0 <( c:::z '-'j wa.. (/') -u w c::: a.. I 0 I -g 0 .,;.o, N I~ ~~ --j~_6U:.!:1,LINE-~--f REFE!r--TO-------- SHEET L-202 (3) NOTE NORTH GRAPHIC SCALE I • REFER TO CIVIL DRAWINGS FOR AREA DRAIN CONNECTIONS TO STORM DRAINAGE SYSTEM. • REFER TO CIVIL DRAWINGS FOR PRECISE GRADING AT STREETSCAPES AND ROUGH GRADING AT PADS. L-201 ( IN l!'lll!T ) 1 Inch -20 ft. fsHml CITY OF CARLSBAD l---+---+-------------+---+---+---+--------1 LU PLANNING DEPARTMENT l---+---+-------------+---+---+---+--------1 ,-------------,---;:-;-::~;::-:-::-:--::;::-;;-----t-___j~_i------------l-___j~_i--l--1 LANDSCAP~ PLANS FOR: "AS BUILT" CARLSBAD TRACT 92-08 APPROVED FOR PLANTING MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL y) 1-----1-----+-------------l---+--+--+-~ CT 92-08 GRE VALLEY -PHASE 1 ---- INCLUDING PRECISE RC[ __ EXP___ DATE -:-==~3':":"~"'====---'5-(6-6/ L □CAT I □ N OF p LANTING REVIE\JED BYt 1---:e~+,,.,,~+-------------+--=-+--+--=-+-----I OWN BY: --PROJECT NO. ORA:~: NO. DATE INITIAL DATE INITIAL DATE INITIAL AREAS' RE Slo CHKD BY: --CT 92-08 349-3P ----ENGINEER OF WORK VI N DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY, DATE INSPECTOR .- ~ ll==l=l:-- I I I I I I ---I --- I -- -.--c:, ~ 1--w w ~ (/) I=! z ~ w -' -~ATCHLINE tojAc'ENr~Jl,\'t r.o_ ") ....__ I 1 I 0 • 0 \ I I I I I I I I I I I I I ----, r ---- CONCRETE CURB TOP OF MOUND ~TREET FINISHED URFACE MOUND/MEDIAN SECTION WALL TERMINUS TO BE DETERMINED IN FIELD BY LANDSCAPE ARCHITECT DEPENDING ON GRADES AND OUTSIDE R.O.W. 111 ALL WALLS MUST BE APPROVED BY -~:), / ENGINEERING PLANCHECKER &: "-~'f: PROJECT PLANNER ~ CAL TRANS SIGHT LINE f ___ _ (660 FEET) =;f;::25• fRol,f £CR ~ 13. c,0. I I I ------ I l I g/i ~Ii Ii I Ii Ii I I I I I 71 GRADING LEGEND SYMBOL DESCRIPTION ADDITIONAL INFORMATION I ~11;~~r-%t; !<2. -□ DIRECTION OF FLOW AREA DRAIN . ..,,,.. ___ ABBREVIATED KEY - ") ...._ - I I I I It £ 1¥ ,_ ~ ,✓ I I I • TW TS BS TC RE FFE FG FS INV TG HP TP SWALE LINE GRADE BREAK SPOT ELEVATION WALL RETAINING WALL TOP OF WALL TOP OF STAIR BOTTOM OF STAIR TOP OF CURB RIM ELEVATION FINISH FLOOR ELEVATION FINISHED GRADE FINISHED SURFACE INVERT ELEVATION TOP OF GRATE HIGH POINT TOP OF PILASTER GRADING NOTES: SEE LEGEND '----ELEVATION ----:::;::::::::==-ABBREVIATED KEY - T SEE LEGEND ____ ELEVA 710NS 1. LANDSCAPE CONTRACTOR SHALL RECEfVE SITE AFTER ROUGH GRADING IS COMPLETED AND PREPARE FINE GRADING OF SITE. SEE CML FOR ROUGH GRADING. 2. J. 4. 5. WALKS NOT DESIGNATED AS RAMPS TO BE LESS THAN 5% SLOPE WALKS & PATH OF TRAVEL SHALL HAVE LESS THAN 2% CROSS-SLOPE. REFER TO WALL SCHEDULE AND TYPICAL DETAILS FOR WALL HEIGHTS. DRAIN LOCATIONS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. PRECISE LOCATIONS ARE TO BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER IN THE FIELD PRIOR TO INSTALLATION. WALL TERMINUS TO BE DETERMINED IN FIELD BY LANDSCAPE ARCHITECT DEPENDING ON GRADES AND OUTSIDE R.O.W. ALL WALLS MUST BE APPROVED BY ENGINEERING PLANCHECKER &: PROJECT PLANNER NORTH GRAPHIC SCALE ., ~.-0 j1---~j (INP'B!!T) 1 Inch • 20 ft. ~ ..J c., z -Cl <t'. 0:::: z c., <t'. _J Wo... (/) -u w 0:::: (L L-202 fSHml CITY OF CARLSBAD I SHEETS I 1----+--+------------+--+--+--+---t l_U PLANNING DEPARTMENT 25 1----+--+------------+--+--+--+---t NOTES THIS DRAWING IS FOR COORDINATION PURPOSES ONLY. REFER TO CIVIL ENGINEER'S r-------------r----="-:A-::s:--:B:-:-u-;-:;r:-;-L-::;:T~11--,1-----1---1----------+-+---+--+~ LANre1tRlsL~lscf0,RAcr 92-os APPROVED FDR PLANTING MODEL COMPLEX & MAIN ENTRY DRAWINGS FOR GRADING AND DRAINAGE. IF A DISCREPANCY BETWEEN THE TWO PACKAGES OCCUR, THE CONTRACTOR SHALL NOTIFY THE OWNER FOR APPROPRIATE DIRECTION. AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ EXP, __ _ REVIEIJED BY, INSPECTOR DATE l---+--+-------------+---+---+---+------1 APPROVED: 3-( 1,-cJ/ -:-:AS=::s=rs7TAc:-:N=,T "7."'~~===-----=- 1---=-+-=-+------------+-:-=-+==-+-:-=-+==-l OWN BY: __ DATE INITIAL f,--C,'-DA;,;,.:TEc......,.;l;.;;.NITI"'-'AL=-+=DAc..::TE--'-'l""NITI.c.cALC., CHKO BY: __ ----ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVIJD BY• DATE PROJECT NO. CT 92-08 DATE DRAl'<lNG NO. 349-3P PAVING SCHEDULE PAVING DESCRIPTION LOCATION PATTERN THICKNESS lYPE COLOR © CONCRETE PAVING WALKS AS SHOWN 4• MIAMI BUFF -DAVIS COLOR FINISH JOINT DETAIL REFERENCE MEDIUM BROOM TOOLED JOINT #2 Sht. L-601 FINISH DRAWING REFERENCES ALIGN CENTER LINE NUMBER or POUND AT DIAMETER er ROUND REFERENCE POINT SQUARE FEET SQUARE ONSTRUC ION NOTE REFERENCE SYM. DESCRIPTTON WOOD HEADER CONCRETE WALK WOOD STEPS WOOO RAMP DETAIL# /SHT.# ® CONCRETE PAVERS CROSS WALK AS SHOWN 80mm WITH 6" BROW% CHARCOAL MIXED BhEND OR MOTTLED EFFER~T SUREBOND SAND SWEPT #3 Sht. L-601 • --LIMIT OF WORK WOOD HANDRAIL/GUARDRAIL WOOD DECK L-601/7 L-601/2 L-602/2 L-602/3,4 L-603/1 L-602/2 L-601/5 L-606/3 BY OTHERS BY OTHERS L-601/1 C. T.B. SUB-BASE STANDARD SIZE & COLOR SEALANT BUTT JOINT © CONCRETE PAVING ENTRY AS SHOWN - ® VILLA ENTRY CONCRETE PAVING & REAR PATIO AS SHOWN 4• WALL SCHEDULE WALL DESCRIPTION LOCATION HEIGHT CAP lYPE lw-1I PERIMETER 6'-0"MIN. C.M.U. WALL FOAM WALL 8'-0"MAX. IW-2I C.M.U. WALL MAIN ENTRY WALL 8'-0"MAX. FOAM !W-3I 3'-6" +/-COLOR C.M.U. WALL POT WALL CONCRETE (ADD ALT.) !W-4! RETAINING C.M.U. WALL VARIES STUCCO WALL IW-5I LOW PERIMETER 3' -o• MIN. C.M.U. WALL WALL 3'-8" MAX. STUCCO GATE SCHEDULE GATE DESCRIPTION LOCATION SIZE TYPE !G 11 TUBULAR STEEL GATE MAIN ENTRY 6'-0" HT. (vehicular) © 21 TUBULAR STEEL GATE PEDESTRIAN 6'-0" HT. (pedestrian) ENTRY ~ WOOD GATE TEMPORARY AT 42" +/-(vehicular) MAIN ENTRANCE FENCE SCHEDULE FENCE DESCRIPTION LOCATION HEIGHT TYPE !F-1I CHAIN LINK PERIMETER 6' MIN. 8' MAX. !F-2I TUBULAR STEEL PERIMETER 5' -6" MIN. 7'-6" MAX. IF-3I TEMPORARY SALES OFFICE 42" MIN. WOOD FENCE 48" MAX. PAVING SCHEDULE NOTES: MIAMI BUFF -DAVIS COLOR MEDIUM BROOM TOOLED JOINT #2 Sht. L-601 FINISH ACID WASH SAWCUT MIAMI BUFF -DAVIS COLOR MED. BROOM TOOLED JOINT #2 Sht. L-601 COLOR F1NISH JOINT DETAIL REFERENCE IN1£GRAL COLOR JUINI:, AT :.!U O.C. MAX. #3 TOUPE TONE STUCCO & ON ALL STRUCTURE TRANSITIONS (DASHED FINISH) & ABUTMENTS. Sheet L-604 INTEGRAL COLOR EXPANSION JOINTS AT 20-O.C. MAX. #2 TOUPE TONE STUCCO tMATCH & ON ALL STRUCTURE TRANSITIONS ADJ. BUI DING) & ABUTMENTS. Sheet L-604 COLOR TO MATCH INTEGRAL COLOR EXt'ANSION JOIN1:, AT iu O.C. MAX. 3 ADJACENT BUILDING STUCCO tMAT~~ & ON ALL STRUCTURE TRANSITIONS ADJ. BUI DING & ABUTMENTS. Sheet L-606 INTEGRAL COLOR EXPANSION JOINTS AT 20· O.C. MAX. #2 TOUPE TONE STUCCO & ON ALL STRUCTURE TRANSITIONS (DASHED FINISH) & ABUTMENTS. Sheet L-606 INTEGRAL COLOR EXPANSION JOlr11:, AT LU 0.l;. MAX. #2 TOUPE TONE STUCCO ~ATCH & ON ALL STRUCTURE TRANSITIONS ADJ. BUI DING) & ABUTMENTS. Sheet L-606 COLOR HINGE LATCH MODEL # DETAIL REFERENCE REFERENCE DARK GREEN AUTOMATIC PROVIDE SHOP H, (POWDERCOAT) -Sheet L-604 SLIDING GATE DRAWINGS DARK GRE~N HEAVY DUTY SELF CLOSING #4 GRAVITY -Sheet L-605 (PAINTED HINGES OFF WHITE BALL HINGE SPRING LATCH #1 (PAINTED) -Sheet L-606 COLOR DETAIL REFERENCE DARK GREEN (VINYL COATED BASE; ADD. ALT. PAINTED) iieet L-603 DARK GREEN #3 (GALVANIZED AND PAINTED) Sheet L-603 OFF WHITE {~eet L-602 PA PLANTING AREA ~ REFERENCE POINT REVISION WALL GATE FENCE NOTE REFERENCE EXTERIOR ELEVATION '----SHEET ON WHICH SECTION OCCURS SECTION CONSTRUCTION NOTE REFERENCE @ PAVING NOTE REFERENCE r-CHANGE OF DETAIL I LOCATION ---0---0J o- 1 11 34 35 36 37 38 39 CONCRETE CURB RAMP POT WALL (ADD ALT.) SIGN WALL CONCRETE CURB PROVIDE EXPANSION JOI~) AT SPACING PER DETAIL," r PEDESTRIAN ENTRY GATE VEHICLE GATE AT MAIN ENTRY CONCRETE CURB RAMP PROJECT WALL PILASTER RETAINING WALL GUARD HOUSE PARKING STRIPING LOW PERIMETER WALL PERIMETER WALL MAIN ENTRY WALL COMPOSITE MOWSTRIP WOOD SCREEN FENCE TUBULAR STEEL FENCE LOW PILASTER SHOVEL CUT LIGHT, TYP. POLE LIGHT RAIL MOUNTED LIGHT DOORWAY LIGHT CONCRETE WHEEL STOP (TYP) BOLLARDS FENCE PILASTER CROSSWALK WITH CONCRETE PAVERS GATE EQUIPMENT ENCLOSURE LOOP DETECTOR GATE CONTROL BOX ENTRY MONUMENT PILASTER POTTERY ON PILASTER L-605/4 L-605/1 L-601/5 L-604/4 L-606/2 SEE ARCH. BY OTHERS L-606/4 L-606/4 L-604/2 L-601/4 L-602/1 L-605/4 BY OTHERS SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL L-603/4,5 L-605/6 L-601/3 L-604/3 L-604/5 ACCESS DRIVE PER CIVIL 1 (SCORED CONCRETE PER PLAN) ELECTRIC TRANSFORMER PER ELECTRidAI. A/C PAD PER ARCH AREA DRAIN WEEP DRAIN PER CML u ....I ....I 1-z 0 u z Qw I-_j u ::J ::J 0 0:::: w 1-:c (/)u z (/) 0 u 1. COORDINATE INSTALLATION OF SLEEVES, VAULT COVERS, ETC. WITH OTHER TRADES PRIOR TO PLACING PAVING. GENERAL NOTES 2. VERIFY LAYOUT OF PAVING LIMITS WITH OWNER PRIOR TO BEGINNING WORK. 3. MATCH PAVING WORK WITH EXISTING PAVING MOCK-UPS. WORK NOT MATCHING MOCK-UPS MAY BE REJECTED BY OWNER. 4. ~i~r~ite:N~oi~~~i'r~T.TO MEET ADA REQUIREMENTS FOR SLIP RESISTANCE AND JOINT WIDTH (1/4" MAX.) -0.6 MIN. SLIP 5. COLORS INDICATED IN THE 'COLOR' SCHEDULE ABOVE REFER TO DAVIS COLORS. 6. ALL PAVERS AIRE TO RECEIVE SUREBOND SB-1350 IN THE FACE MIX. 1. ALL WALKS AND WALLS HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED ON PLANS, UNLESS OTHERWISE NOTED. 2. BEFORE INSTALLING ALL UNDERGROUND FEATURES (i.e. FENCE FOOTINGS, WALL FOOTINGS, AND SERVICE LINES) VERIFY ALL LOCATIONS OF EXISTING UTLmES AND COORDINATE WITH CML, ELECTRICAL, ARCHITECTURAL, AND MECHANICAL DRAWINGS OF THIS PACKAGE. 3. CIVIL STRUCTURES (i.e. CATCH BASINS, MANHOLES) ARE SHOWN FOR COORDIANTION ONLY, SEE 'c', 'A', 'E', AND 'M' SERIES DRAWING FOR EXACT LOCATION OF ALL STRUCTURES AND UNDERGROUND UTILITIES. 4. REFER TO CIVIL DRAWINGS FOR GRADING AND DRAINAGE STRUCTURES BEFORE INSTALLATION OF WALKS, FOOTINGS, AND OTHER STRUCTURES. 5. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL WALLS TO SHOW FINISH, COLOR, AND JOINTING. ALL SAMPLES SHALL BE APPROVED BY THE OWNER BEFORE CONSTRUCTION. 6. PROVIDE APPROVED JOINTS AS SHOWN ON DRAWINGS. SUBMIT DRAWING INDICATED JOINT LOCATIONS AND DETAIL FOR APPROVAL. 7. CONSTRUCTION SHALL COMPLY WITH THE DRAWINGS OR APPLICABLE LOCAL BUILDING CODES AND ORDINANCES WHERE THEIR REQUIREMENTS ARE MORE SPECIFIC OR STRINGENT. 8. EXISTING DRAWINGS AND DRAWINGS SITE VISITATION: CONTRACTOR SHALL VISIT THE SITE1-EXAMINE EXISTING CONDITIONS OF THE NEW CONSTRUCTION AND DTERMINE TO ITS SATISFACTION\, THE METHODS AND PROCEDURE, REMOVAL AND STORAGE OF MATERIALS! SEQUENCING OF OPERATIONS AND CONDITIONS WHICH EF~ECT ITS WORK AND PROBLEMS ATTENDANT HERETO. NO ALLOWANCE WILL BE MADE SUBSEQUENTLT TO THE CONTRACTOR FOR ERRORS THROUGH NEGLIGENCE IN EXAMINING STE CONDITIONS. 9. ALL DIMENSIONS ARE FROM OUTSIDE FACE OF PAVING, WALLS, ETC., UNLESS OTHERWISE NOTED ON PLANS. . C7I 0 C7I ' 0 . 0 . ,a, C'I CII t; C'I ' ~~ ;~ i;!O ~- 10. CONTRACTOR SHALL SUBMIT 4' x 4' SAMPLES OF ALL PAVING -TO SHOW FINISH, COLOR"-JOINTINGITAND INTERSECTION OF PATTERNS AS REQUESTED BY OWNER. AILL SAMPLES SHALL BE APPROVED BY THE OW~ER. 11. COORDINATE WAILL AND PAVING WITH ALL DISCIPLINES FOR SLEEVING, CONDUCTS, ANCHOt< BOLTS, C. L-300 12. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS OR ROCKWORK AS APPROVED BY OWNER. STAKE LOCATIONS BEFORE INSTALLATION. 13. PROVIDE BUILDING FABRIC EXPANSION JOINT WITH SEALANT WHERE PAVING ABUTS CURBING, BUILDING AND COLUMNS, AND STRUCTURES. VERIFY COLOR SEALANT WITH OWNER. fSHm7 CITY OF CARLSBAD I SHEETS I 1-----+---+-------------+----+---t---t----l L..±..J PLANNING DEPARTMENT 25 1-----+---+-------------+----+---t---t----l r------------,------::11:-:-A-;S:-:::B:-:-U-:-::I:-:--L-:::;T::-::"---1-----1---l-------------l----l----l------l-----l LAN~rRls~'.ro0~RACT 9 2 -08 APPROVED FDR PLANTING MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL y, 1---+-----+-----------1-----;---+--+----t CT 92-08 GREE VALLEY -PHASE 1 INCLUDING PRECISE RCE __ EXP___ DATE APPROVED: 3-/£-<::J/ t----------------1---_jl----1------------------+---1-----l-------l---------l -:A:::ss=-=rs:::T:-:-A:-::NT:-iG."'::~'="'::===----DATE DATE INlllAL DATE INITIAL DATE INITIAL CHKO BY L □CAT I □ N □ F p LANTING REVIE'w'ED BY, 1---:~-+-=-+--------------+-~1--~,------+-----t OWN BY: --PROJECT NO. I DRAWING NO. ARE AS. REVISION DESCRIPTIDN 1---.L..-----11---.L..----t : --CT 9 2-08 349 -3 P '----------------------------------------------------1----------------l-cl~N:='.SP---=E"'-CT.'...'c□~R _______ -_ -_ -~D-A-T_E-_-=--~~EN_G_INE_ER_or_w_oR_K _____________ ~DT-HE_R _AP_PR_□VA~L_J__:::_CIT:__:_Y_:_:AP:__:_P:.:.:RO:..::VA.:L-1..'::R=V='w'=D==B=Y=• ==:...=====================--- 207 '~ 'Uta~ ✓ 06 0 PA 204 203 I I PA D 2 )URT I PA PA . \ TEMPORARY PARKING LDT I TEMPORARY SALES TRAILER BY OTHERS 0 -c::, -- 0 \ ·O I .o ( I CONSTRUCTION NOT£ jeJ, "sis l-~~~~~~=!!!!"__,.....,,.......,.,,;.;;;;;;,,. ____ -1 ~ ~ i ~ !~8 i,ii e REFERENCE "'C"¢"'-i::-<"'-:J;On !h!: ;~~~ ii~ SYM. DESCRIPTION DETAIL//SHT./ :~]Ji, •1:.0 ,&0 t-------------+----~-------. ~~ li.]i B2 .~~i~ ill., .,-<>l>--i;jE:ij -WOOD HEADER L-6O1/7 ~1!;:-~J;~st 158 "'ci""~-.C:"''f'~~"' CONCRETE WALK L-601/2 !itiJ?l!ii!!~ WOOD STEPS L-6O2/2 WOOD RAMP L-6O2/3,4 WOOD HANDRAIL/GUARDRAIL L-6O3/1 WOOD DECK L-602/2 CONCRETE CURB RAMP L-6O1/5 POT WALL (ADD ALT.) L-6O6/3 SIGN WALL BY OTHERS CONCRETE CURB BY OTHERS PROVIDE EXPANSION JOINT L-6O1/1 AT SPACING PER DETAIL(lYP) PEDESTRIAN ENTRY GATE VEHICLE GATE AT MAIN ENTRY CONCRETE CURB RAMP PROJECT WALL PILASTER RETAINING WALL GUARD HOUSE PARKING STRIPING LOW PERIMETER WALL PERIMETER WALL MAIN ENTRY WALL COMPOSITE MOWSTRIP WOOD SCREEN FENCE TUBULAR STEEL FENCE LOW PILASTER SHOVEL CUT LIGHT, TYP. POLE LIGHT RAIL MOUNTED LIGHT DOORWAY LIGHT CONCRETE WHEEL STOP (TYP) BOLLARDS FENCE PILASTER CROSSWALK WITH CONCRETE PAVERS GATE EQUIPMENT ENCLOSURE LOOP DETECTOR GATE CONTROL BOX ENTRY MONUMENT PILASTER POTTERY ON PILASTER ACCESS DRIVE (SCORED CONCRETE PER PLAN) ELECTRIC TRANSFORMER A/C PAD AREA DRAIN WEEP DRAIN L-6O5/4 L-6O5/1 L-6O1/5 L-6O4/4 L-6O6/2 SEE ARCH. BY OTHERS L-6O6/4 L-6O6/4 L-6O4/2 L-6O1/4 L-6O2/1 L-6O5/4 BY OTHERS SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL L-6O3/4,5 L-6O5/6 L-6O1/3 L-6O4/3 L-6O4/5 PER CIVIL PER ELECTRICAL PER ARCH PER CIVIL ~ ....I 1-z 0 (.) z <! ...J a.. z 0 ~ u ::::, 0::: ~ U1 z 0 0 • 0 I • 0 N LIMIT-OF -WORK -\ _ M~£.HLINE-~~ ------------------------------- NOTE: DRAINS AND FIXTURES ARE SHOWN FOR DIAGRAMM'ATIC PURPOSE ONLY. CONTRACTOR SHALL STAKE FOR OWNER S APPROVAL ON THE FIELD PRIOR TO INSTALLATION. SOME LOCATION ADJUSTMENTS MAY OCCUR BASED ON OWNER'S FINAL ACCEPTANCE. ---- 1 ,4;;>J...i::i. _:\: ffFER-ro------- SHEET L-302 (6) NORTH GRAPHIC SCALE NOTE: REFER TO SHEET L-300 FOR CONSTRUCTION SCHEDULES AND GENERAL NOTES. k.-L-301 ( llf l'EBT ) 1 lnah • 20 ft. fsHml CITY OF CARLSBAD I SHEETS I i-----t-----+-------------;---+-----i---t------i ~ PLANNING DEPARTMENT 25 t----t-----+--------------t---+-----i---t------i r------------,-----;11;-:A-::S:--:;:B::-;-U7,;:I-;-L-::;::T-:-;;11 ------i----l---.J-------------l-----l---.J---I------I LAN~rRls~ll{0 ,RACT 9 2-08 APPROVED FDR PLANTING MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL Y, CT 92-08 GREEN VALLEY -PHASE 1 INCLUDING PRECISE RC[__ EXP.___ DATE APPROVED: ~"'====----='3----'-li-c?/ LOCATION OF PLANTING REVIEIJED BY• DAWNssr 8 sTY·.AN_T__ DATE PROJECT NO. I DRAWING NO. ARE AS' DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVIJD BY• CT 92-08 349-3P ~------INSPECTOR DATE ------ I w- I ~ I a::: 0 ;: I A 2 ...... 0 I I I- ::i! ....I I p I I I ~ f--w w a::: 1- U) ~ z ~ w _J NOTE: W-5 W-5 I I I I I I PA I I I I ----, ---... DRAINS AND FIXTURES ARE SHOWN FOR DIAGRAMMATIC PURPOSE ONLY. CONTRACTOR SHALL STAKE FOR OWNER S APPROVAL ON THE FIELD PRIOR TO INSTALLATION. SOME LOCATION ADJUSTMENTS MAY OCCUR BASED ON OWNER'S FINAL ACCEPTANCE. I I ------ I 0H I gj &;~ I j j ~ PA I I ----I I w-5 I I I A I I I I I I J I I ..., ... ..., ... ... ... I I NOTE: REFER TO SHEET L-300 FOR CONSTRUCTION SCHEDULES AND GENERAL NOTES. CONSTRUCT/ON NOT REFERENCE SYM. DESCRIPTION WOOD HEADER CONCRETE WALK WOOD STEPS WOOD RAMP WOOD HANDRAIL/GUARDRAlll WOOD DECK CONCRffi CURB RAMP POT WALL (ADD ALT.) SIGN WALL CONCRETE CURB PROVIDE EXPANSION JOl~T ) AT SPACING PER DETAIL TYP PEDESTRIAN ENTRY GATE VEHICLE GATE AT MAIN ENTRY CONCRETE CURB RAMP PROJECT WALL PILASTER RETAINING WALL GUARD HOUSE PARKING STRIPING LOW PERIMETER WALL PERIMETER WALL MAIN ENTRY WALL COMPOSITE MOWSTRIP WOOD SCREEN FENCE TUBULAR STEEL FENCE LOW PILASTER SHOVEL CUT LIGHT, TYP. POLE LIGHT RAIL MOUNTED LIGHT DOORWAY LIGHT CONCRETE WHEEL STOP (TYP) BOLLARDS FENCE PILASTER CROSSWALK WITH CONCRETE PAVERS GATE EQUIPMENT ENCLOSURE LOOP DETECTOR GATE CONTROL BOX ENTRY MONUMENT PILASTER POTTERY ON PILASTER ACCESS DRIVE (SCORED CONCRETE PER PLAN) ELECTRIC TRANSFORMER A/C PAD AREA DRAIN WEEP DRAIN NORTH DETAIL/ /SHT./ L-601/7 L-601/2 L-602/2 L-602/3,4 L-603/1 L-602/2 L-601/5 L-606/3 BY OTHERS BY OTHERS L-601/1 L-605/4 L-605/1 L-601/5 L-604/4 L-606/2 SEE ARCH. BY OTHERS L-606/4 L-606/4 L-604/2 L-601/4 L-602/1 L-605/4 BY OTHERS SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL L-603/4,5 L-605/6 L-601/3 L-604/3 L-604/5 PER CIVIL PER ELECTRICAL PER ARCH PER CIVIL ( IN FEET ) I lnoh • 20 ff. • V) L,J !:: ~ Ill z er ,.,., :::> Cl CO ::I (',J ::f W Ol 0 Cl< U Y,lU <9 '-' E,-4 CD(/)~ L&J Zz Cl) ~ ~~ 0 o2 ...J of!:j u < (!) :::i; ::::J :s u Z O ::::l -0 LL. :::> 00 z 1-z 0 u z <( _J a.. z 0 I-u ::> 0::: I- (/) z 0 u I OI 0 OI I 0 '-• 0 0 • 0 N .;.o, N t; N '-~~ i~ ··o ~- L-302 [sHml CITY OF CARLSBAD I SHEETS I 1-----1------1---------------+---+----+--t-----t ~ . PLANNING DEPARTMENT 25 f----1---+-------------+----+----+--t-------t r----------------r----::-:--=---::-:-:--:-::-:--=-:::-----L----1---l--------------l------1--------1---I--I LANDSCAP~ PLANS FORr· "AS BUILT,, CARLSBAD RACT 92-08 APPROVED FOR PLANTING AND IRRIGATION □NL Y) INCLUDING PRECISE LOCATION OF PLANTING AREAS. i : RCE __ _ REVIEIJED BY, INSPECTOR EXP, __ _ DATE DATE INITIAL DATE ENGi NEER OF WORK MODEL COMPLEX & MAIN ENTRY PHASE 1 REVISION DESCRIPTION DATE INITIAL DA TE INITIAL □THER APPROVAL CITY APPROVAL OWN BY: --PROJECT NO. I DRAWING NO. CHKD BY: --CT 92-08 349-3P RVIJD BY• ~-----~ - I • J ,-.._,, I ----LIMIT- ----~-_WOR I ~ -- REFER TO PL.A NING SYSTE~S >--JI/ LANDSCAPE IM ROVEMENT FOR THIS ARE {349-3L) )11,..--1=.lh. '<{' ------- 6 cj u a: '<{' en LLJ -J -J 0 --------- A~ ~ ~ l -----,,.._.. MATC ------_H_!;I E-REFER TO ADJA ENT PLAN---- ---------------- REFER TO PLANNING SYSTEMS LANDSCAPE IMPROVEMENT FOR THESE AREAS {349-3L) I , ,__, I --.. ------- .j._2s• FROM / ECR '-+ ~'-----.Jl ~ ,g, ..,-~ "t; ~ ---------------- ~ <{ :z 0 _, uJ u 0c <{ en Lu _, _, <{ u REFER TO LANNING SYSTEMS LANDSCAPE l~PROVEMENT FOR THIS REA {349-3L) ::Ert-- o e:~ • w II') ~ s· -o" lcq I 'J ___ _ ~ ,g, ..,-~ "I;; CONSTRUCTION NOTE .i~~ ~ g_5,§J~ ~'as~-z;_£-~£ 8.2"~-; if"g g_~ ~ )::;~ B.~1;: f;; REFERENCE GRADING LEGEND t-----------------------------~ "'::?§$ ~ "--6., g ~ fil i------:SYM=-. _D_£_SC_R_IP_TI_ON ______ DETi_"AI_L-"..C# l:_S_H_T.#,___-t--=-SYM.:..:..::..:::Bc::.OL=---_ ____!:'..!D£~Sc::,C:.:.:Rl:_P1i:.:.,:10=.:,:N:__ ___ ___:_A.::::D::::Dl.:.:.Tl::::ON..::...~~L....:.:IN:.:_:Fi~O:'....'..RM.=~_!!.Tl~O~N ____ ~ : ~ 1~ f Ii~; j 1 ~ 0-o:c._i\·..Sc.c•-' 6 ,f:"§ WOOD HEADER CONCRETE WALK WOOD STEPS WOOD RAMP WOOD HANDRAIL/GUARDRAIL WOOD DECK CONCRETE CURB RAMP POT WALL (ADD ALT.) SIGN WALL CONCRETE CURB PROVIDE EXPANSION JOINT AT SPACING PER DETAIL(lYP) PEDESTRIAN ENTRY GATE VEHICLE GATE AT MAIN ENTRY CONCRETE CURB RAMP PROJECT WALL PILASTER RETAINING WALL GUARD HOUSE PARKING STRIPING LOW PERIMETER WALL PERIMETER WALL MAIN ENTRY WALL COMPOSITE MOWSTRIP WOOD SCREEN FENCE TUBULAR STEEL FENCE LOW PILASTER SHOVEL CUT LIGHT, lYP. POLE LIGHT RAIL MOUNTED LIGHT DOORWAY LIGHT CONCRETE WHEEL STOP (TYP) BOLLARDS FENCE PILASTER CROSSWALK WITH CONCRETE PAYERS GATE EQUIPMENT ENCLOSURE LOOP DETECTOR GATE CONTROL BOX ENTRY MONUMENT PILASTER POTTERY ON PILASTER ACCESS DRIVE (SCORED CONCRETE PER PLAN) ELECTRIC TRANSFORMER A/C PAD AREA DRAIN WEEP DRAIN L-601/7 -DIRECTION OF FLOW )~!i":il~!is~ -!fl m:=-<;>•,;.-c·,?,.,<:>v, L-601/2 ° ~ "'"t~~ 0 ,~' 0 § □ AREA DRAIN ~---ABBREVIATED KEY -!~iil!i~ititi L-S02/2 SWALE LINE SEE LEGEND L-602/3,4 L-60:3/1 --GRADE BREAK '-----ELEVATION L-602/2 e SPOT ELEVATION ,-::::::;:;::;--ABBREVIATED KEY -SEE LEGEND L-601/5 WALL . -----ELEVATIONS L-606/3 RETAINING WALL BY OTHERS TW TOP OF WALL BY OTHERS TS TOP OF STAIR L-601/1 L-605/4 L-605/1 L-601/5 L-604/4 L-606/2 SEE ARCH. BY OTHERS L-606/4 L-606/4 L-604/2 L-601/4 L-602/1 L-605/4 BY OTHERS SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL L-603/4,5 L-605/6 L-601/3 L-604/3 L-604/5 PER CIVIL PER ELECTRICAL PER ARCH PER CIVIL NOTES: BS BOTTOM OF STAIR TC TOP OF CURB RE FFE FG FS INV TG HP TP RIM ELEVATION FINISH FLOOR ELEVATION FINISHED GRADE FINISHED SURFACE INVERT ELEVATION TOP OF GRATE HIGH POINT TOP OF PILASTER GRADING NOTES: 1. LANDSCAPE CONTRACTOR SHALL RECEIVE SITE AFTER ROUGH GRADING 2. J. 4. 5. IS COMPLETED AND PREPARE FINE GRADING OF SITE. SEE CIVIL FOR ROUGH GRADING. WALKS NOT DESIGNATED AS RAMPS TO 8£ LESS THAN 5% SLOPE WALKS &: PATH OF TRAVEL SHALL HAVE LESS THAN 2% CROSS-SLOPE. REFER TO WALL SCHEDULE AND TYPICAL DETAILS FOR WALL HEIGHTS. DRAIN LOCATIONS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. PRECISE LOCATIONS ARE TO BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER IN THE FIELD PRIOR TO INSTALLATION. REFER TO SHEET L-300 FOR CONSTRUCTION SCHEDULES AND GENERAL NOTES. NORTH GRAPHIC SCALE WALLS SHOWN ON THIS SHEET ARE TO REPLACE THOSE DRAWN BY PLANNING SYSTEMS DRAWING 349-3L .. --211 .. ~ c==-l~ .... -11 ( IN PEBT ) I Inch • 20 ft. u ::I 1-z 0 u OI CII ' 0 N ' ~o ~- .. c.., z -~z ~j (/) a.. .. c.., Zz Q_ -c I-<( u 0::: ~ c.., I- (/)~ z 0 u • 0 I 8 • 0 . N ..:.en ~{ t; N ii L-303 1---+--+------------1--___j. _ __._____j.___J fsHilll CITY OF CARLSBAD L_2.._j PLANNING DEPARTMENT 1-----+---+----------------1-------l.-___._ __ L----1 LANDSCAPE PLANS FOR: • APPROVED FDR PLANTING AND IRRIGATION □NL Y) INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS BUILT" CARLSBAD TRACT 92-08 MODEL COMPLEX & MAIN ENTRY NOTE: DRAINS AND FIXTURES ARE SHOWN FO~ DIAGRAMMATIC PURPOSE ONLY CONTRACTOR SHALL STAKE FOR OWNER S APPROVAL ON THE FIELD PRiOR TO INSTALLATION. SOME LOCATION ADJUSTMENTS MAY OCCUR BASED ON OWNER'S FINAL ACCEPTANCE. RCE __ _ REVIE\JED BY, INSPECTOR ---- EXP, __ _ DATE DATE 1-----+---+----------------1-------1. _ ___._ __ L____J CT 92-08 GREE VALLEY -PHASE 1 APPROVED: '& 3-1£-~I DATE OWN BY: PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRllVAL CITY APPROVAL RV\JD BY• CT 92-08 349-3P 207 J6 I 204 203 I • . ,.., • 1URT I LIMIT-OF-WORK B+ 28.68 ALIGN ~ OF RAMP WITH ~ OF CURB AADIUS ,i'l-- STREET LIGHT 6' I • 7 '[1-:_f-...L.+ .J_µ.. __ t ' -. ' -n . " - ,, \ 11 +63.28 STREET LIGHT TEMPORARY PA KING LDT -- ALIGN W/ E.C.R. I 11+95.10 STREET LIGHT ,J , TEMPORARY SALES TRAILER 6249922.42 1973354.12N 6249934.02E 1973351.00N 0 \ I ( +34.41 STREET LIGHT NOTE: CONTRACTOR SHALL VERIFY ALL DOOR LOCATIONS TO ENSURE PROPER ALIGNMENT OF WALKS OR PATIOS IN FIELD. NORTH GRAPHIC SCALE ( Ill Jl'EIT ) l lnah • 20 rt. .. (.J ...J ...J • en LaJ i== w -~ IO z Cc: I") ::::> 0 CX) ::::E N ::::E w a, 0 0(3 (.J~ LaJ z z ..... zo -Cc: 1- ...J O f5 (!) :::!1 ::l zo::, < -0 LL ..:I ::::> co z j::: z 0 (.J a, a, ' 0 N i;,B ~- z -<( ...J a.. c., z ~ -<( 1- (/) • 0 I • I N ~~ 8 • -..o, ti N "'N i;l 0, Q 0, L-401 fsHml CITY OF CARLSBAD ~===~~===~=========================t===:!====!====t==j ~ PLANNING DEPARTMENT r:-~==-::==----===-~---:-~=:--:--=T---7;~----;:~-;:-;-~-;---7==+==+=============:r==t==t==t==i LANDSCAPE P[,e.NS FOR: 1 APPR □VED FOR PLANTING •As BUILT• CARLS~AD TRACT 92-08 MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL Y J i-----t------t------------1-----1---1---------l----1 CT 92-08 GRE VALLEY -PHASE 1 INCLUDING PRECISE RCE __ EXP, __ _ LOCATION OF PLANTING REVIE'w'ED BY• AREAS, INSPECTOR I , ---- DATE hoi7ATErr7"1N"'ITI;;;;AL-+-------------+~,...+------+------l----1 OWN BY: --f-C'-DA"-=TE:........L.::.::INlc.::TIA.:::.L+.:D:.:..:.A TEc:.:__L::IN~ITI.::.:ALc...,i CHKO BY: __ --D-A-TE--ENG1NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV'w'D BY• PROJECT NO. CT 92-08 I DRAWING NO. . 349-3P '-8 r.u.a --L,---CONTINUOU CURVE ALIGNMENT ------------ I I I I I I I I 0 -- "o 6l ·o a> w 1-z ~ w _J . 0 I"') I co I . 0 N -f \ I I -\-------- I ~ 0::: 0 3: I LI.. 0 I~ I I I I I I I I Ir: ---.. I -----r-- -II =11 --r; T-f!!L.!!-'!-REFER '-JI I I /1- wj 0- ADJACfNT-PLAN-~--- '-JI 1---. I I I I 9j EEti I - /1-13+62.06 STREET LIGHT --------b1,---- a> ..., ----,_ f:j {! 13+62.06 (I) STREET LIGHT --.--. -------!JJ'I\. ----}:; -' :_ff t5 =11~ ,en ' ~, -' --I I ~-----g ------I -.J ----------- I I ---- 6250497.37E 1973591.47N I ;;;\-- +39.33 c,, ----- I REET LIGHT ------------ 15+39.33 STREET LIGHT 62504 75. 63E 250497_61 E ~ 1973692.I0N 1973623.13N fl 6250497.00E l.i. f} f~jgjg~•ij~ 1 . --;:----------7J621.11N ~ OJ . 2s· F"f?o . IL --------~ o w 6250478.79E · tCR M-J_. .,. -~06.06N .. --------- I I I I I I • - NORTH GRAPHid SCALE u .....J .....J • (I') w I-':!;! If) z a::: I"') :::, Cl CO ::E N ::E Lu O') o a~ u VJ (.!) W Zz .... zo -a::: I-.....J O a::: (.!) :::i: ~ Z O::, -0 LL :::, co z I-z 0 u z <( _J a.. (.!) z -~ <( ~ (/) z ~ <C( c., u <ci E-< <C( rn Bl 0 ...J u~ u :§ • L-402 (!Nm:T) I lnoh -20 rt. i----t----j----------+---1-------'-------1L-_J fsHml CITY OF CAR LS BAD ~ PLANNING DEPARTMENT r:--;::~::~-;::::--~~-;::--::~~=-r----;~;--DIIT~-:;----{==+=+============t==:t=±==±=1 LANDSCAPE PLANS FORT· APPROVED FDR PLANTING "AS BUILT" CARLSBAD RACT 92-08 AN MODEL COMPLEX & MAIN ENTRY D IRRIGATION □NL Y J ----i----i----t------------+-----1----1----.I---.I CT 92-08 GREEN VALLEY -PHASE 1 INCLUDING PRECISE LOCATION OF PLANTING AREAS. RC[ __ EXP, __ _ REVIE\,IED BY, INSPECTOR DATE 3-!i-~I -=-===--<=~-'-""--------'= ASSISTANT PLANNING DIRECTOR DATE ho:;:;ATE'f'"Tw1Ni'n1nA;:;-L+--------------l--,,D-,,,ATE--l-1N-ITI-AL-I-D-A TE-l-1N-ITI-AL...J rno;aaWN~BY;;::: :::::::::::::::::~::::::::::P~R~OJ::;:EC~T:=N::::0=. =:;;=:DR=A=:Wl:::::NG::::::::NO:::;. ENGINEER oF woRK REVISION DESCRIPTION 1-□-TH-ER-AP ..... PR-□V-AL=-+-=--c1TY_:;__AP-'-'PR.c..:ovc..::AL:....i ~~~n 8J~--CT 92-08 349-3P APPROVED: DATE CD @ @ © ® 2' cp 9• 1 ADJACENT PAVING -SEE PLANS RIDGELINE/ SCORE JOINT 2· 5 CONCRETE TACTILE STRIP SHALL BE 12" IN WIDTH WITH THE GROOVED PORTION BEING 8". CONCRETE MIX DESIGN TO BE 5,000 PSI WITH A SLUMP OF 3" OR LESS. CONSIDERABLE CARE SHALL BE TAKEN IN MOVING FORMS AND FINISHING EDGES WITH A SLIGHT RADIUS. WHEN STAMPING GROOVES, CARE SHALL ALSO BE DONE TO INSURE WATER IS NOT LIFTED TO THE SURFACE WEAKENING THE GROOVED RIDGES OVERALL STRENGTH. SLIGHT RADIUS TO EASE EDGE CONCRETE RAMP TACTILE STRIP SCALE: 2"=1'-0" 02752-05 L-601 6" .... .... tk---+---~---,---,--+-....+---+---:-T LEGEND G) CONCRETE HEADER -MATCH ADJACENT PAVING COLOR AND FINISH @ #3 BAR CONTINUOUS-CENTER IN MOWSTRIP @ 1/2" RAD. TOOLED EDGE @ FINISHED GRADE AT SHRUB OR GROUNDCOVER AREA @ FINISHED GRADE AT TURF AREA @ COMPACTED SUBGRADE NOTE: INSTALL 1-1/4"X1/4" SCORE JOINT O 10' O.C. AND 3/8" FELT EXPANSION JOINT O 30' O.C. CONCRETE MOW STRIP 4 SCALE: 3' =I' -0' 02752-09 L-601 A. COLD JOINT W/ TOOLED EDGE (20' o.c. MAX.) B. COLD JOINT W/ SAWCUT (20' o.c. MAX.) 1/8" r • • • • · .. . . C. SAWCUT JOINT (lHRE OCCURS) PAVING JOINT TYPICAL SCALE: N, T. S. • • . . • • • D. CAULKED EXPANSION JOINT AT CURB/WALL 9 E. VERTICAL EXP. JOINT IN CURB/WALL (PLAN \/IEW -40' o.c. MAX.) WIDTH TO DEPTH RATIO 1 :1/2 ENLARGEMENT OF TYPICAL CAULKED JOINT LEGEND ffi @ © ® ® CONCRETE PAVING 1 / 4" TOOLED RADIUS EDGE PREMOLDED EXPANSION JOINT FILLER PER SPECIFICATIONS SEALANT. COLOR TO MATCH ADJACENT MATERIALS. SUBMIT COLOR SAMPLES TO OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. BACKER ROD PER SPECIFICATIONS DEPTH TO EQUAL 1/4 THE DEPTH OF SLAB PLUS 1/4" 3/4" DIA. x 24" LONG SMOOTH STEEL DOWEL AT 12" O.C., SLEEVE ONE END AND CENTER IN CONCRETE. CURB/WALL FACE VERTICAL EXPANSION JOINT AT 40' o.c. MAX. -ALIGN WITH HORIZONTAL COLD JOINT 1 02752-01 L-601 ~ ...I -V) w I-~ IO z a::: I') ::::, Cl <Xl :::E N :::E W Ol 0 0~ u fJ ~ ~ w z z oo Bl ~ ~~ 0~ ...I O ffi t.) -ct (!) ::::E ::J ;S u Z O ::::i -0 LI. r--------------------------~------------------~--------~--------------------------~---------------------------.=>oo z 2" AT AGGREGATE 1 "X3"X1 '-6" ,BW1JD MULCH OR TURF STAKES AT 5 -0 O.C., NOTES: 1/2" BELOW TOP OF WOOD HEADER ,,--~~·E:ooD 1 '-4 ~m'ri''---. l STAKING SECTION 1. WOOD TO SHALL BE PRESSURE-TREATED CYPRESS. 2. ON SHARP TURNS AND CURVES, FOUR (4) 1/2" x 4" LAMINATED BOARDS OR TWO {2) 1" x 4" LAMINATED BOARDS MAY BE PERMITTED. 3. USE GALVANIZED NAILS. 4. SEE PLANS FOR LOCATION AND LAYOUT OF HEADERS. WOOD HEADER SCALE: I -I /2' =I' -0' PAVING EOG~, CURB OR WALL 1 X4X2'-0" SPLICE BLOCK 5'-o" o.c.1 lYP. 1 X4X2' -o• SPLICE BLOCK PLAN 2"X4" WOOD HEADER 1 "X3"X1'-6" BEV~ STAKES AT 5' -0" O.C., 1 2 BELOW TOP OF WOOD H DER 1 "X4 "X2'-0" SPLICE BLOCK SPLICE DETAIL -PLAN 7 06250-0 I A L-601 LEGEND (I) BACK OF CURB ® CONCRETE WALK @ ON THE LEVEL SURFACE AT TOP AND SIDES OF RAMP, CONSTRUCT A LEVEL BORDER, 12" WIDE. SEE DETAIL #6, THIS SHEET. © CURB RAMP WITH MAXIMUM SLOPE OF 1 :12 (8.33,r;), @) LANDING SHALL BE CONSTRUCTED OF 4" THICK C.I.P. CONCRETE. @ RAMP RIDGELINE/ SCORE JOINT NOTE: CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. LEGEND (D CONCRETE PAVERS WITH SAND SWEPT JOINTS. SEE SCHEDULE FOR PATTERN AND COLOR. (l) FILLER SAND LEVELING BED Q) BUTT JOINT -SWEEP SAND INTO OPENING © C.T.B. SUB-BASE COURSE PER CIVIL DRAWINGS ~ COMPACTED SUBGRADE PER CIVIL DRAWINGS NOTES: A. SEE CML DWGS. FOR FINISH SURFACE ELEVATIONS B. SUBMIT MOCK-UP FOR OWNER'S REVIEW AND APPROVAL C. APPLY SEALANT PER SPECS. 2 I! o-LLl :J: CL !::;! oo • • -t'<D ~ • <D ~ SECTION LEGEND i CONCRETE PAVING -SEE SCHEDULE FOR COLOR AND PATTERN. ' FlBERMESH REINFORCEMENT ~1 COMPACTED SUBGRADE r, CAULKED EXPANSION JOINT, SEE DETAIL #1, SHEET L-601. ~ CURB/WALL NOTES: A. CUT ALTERNATE REBAR AT SAWCUT CONTROL JOINT, PRIOR TO POUR. 1-z 0 u z 0 I-(/) U...J :::::, - 0::: <( 1-1- (/)w zO 0 u CURB RAMP 5 CONCRETE PAYERS (TYPICAL) 3 CONCRETE PAVING TYPICAL 2 L-601 SCALE, 1/4'=1'-0' 02752-06 L -601 SCALE: 2" = 1'-0" 02517-01 L-601 SCALE: 1'=1'-0' 02752-2 L-S01 fSHm70 CITY OF CARLSBAD l-----+---+--------------+-----,1-------,1----+-----1 ~ PLANNING DEPARTMENT l-----+---+--------------+-----,1-------,1----+-----I r---------------,------::-:--=---::-:-:~-=-:::------i---1---+---------------l-------1------1-----l---l LANDSCAPE PLANS FOR: QB nAS BUILTn CARLSBAD TRACT 92-APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION □F PLANTING AREAS. RCE __ REVIEI.IED BY• INSPECTOR EXP, __ _ MODEL COMPLEX & MAIN ENTRY DATE 1-,,~-+-,,,=""-+-------------+-c-C'."'""1f-=,.,,-lf-::-:-=-t-::-:::::-:-:-I DWN BY: __ DATE INITIAL 1---=-CDA=TE--'-'INc;.;IT.;;.;;IAL'-I-D;;.;.;A..;;;.TE_,___IN"-'IT.....;IAL;....i CHKD BY: __ ----ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVw'D BY1 DATE PROJECT NO. CT 92-08 DRAWING NO. 349-3P LEGEND G) 2 X 6 WOOD RAIL @ 2 X 4 CROSS BRACING @ 4 X 4 WOOD POST © 2 X 4 S4S WOOD DECKING ® 2 X 8 STRINGER ® 12 X 12 X 12 PRECAST CONCRETE PIER SEE GRADING PLAN FOR OUTLET 0 FINISH GRADE ® COMPACTED BACKFILL ® 2 X 4 DECKING ® 2 X 8 FLOOR JOIST Qll JOIST HANGER @ HANDRAIL @ METAL THRESHOLD STRIP G TRAILER FLOOR SURFACE @ BOTTOM OF TRAILER ~ FACE OF TRAILER NOTE: ALL WO~ TO BE S4S CEDAR PAINT W 2 COATS SEMITRANSPARENT PAINT TO BE PECIFIED BY LANDSCAPE ARCHITECT MP SECTION LEGEND i 2 X 6 WOOD RAIL 4 X 4 WOOD POST WOOD STEPS -SEE DET. 2, L-602 © 2 X 4 S4S WOOD DECKING ® 2 X 6 FLOOR JOIST ® 12 X 12 X12 PRECAST CONCRETE PIER SEE GRADING PLAN FOR OUTLET 0 TEMPORARY SALES TRAILER ® 2 X 8 LEDGER ATTACH TO TRAILER W/ ® 1 /2"x5" LAG SCREWS O 12" O.C. WOOD HANDRAIL @ CONCRETE PAVING Qll ENTRY DOOR NOTE: ALL WOOD TO BE S4S CEDAR PAINT W/2 COATS SEMITRANSPARENT PAINT TO BE SPECIFIED BY LANDSCAPE ARCHITECT AMP PLAN 5'-0" 5'-0" • N .... ·~ 5- ~-~ ·~ 5-a 8.33% MAX. 8.33,C MAX. 37'-7" 7 I 3 RAMPSEC L-602 <i_ • 0 I '° <i_ • 0 I '° F.O.B. LEGEND G) 2 X 4 TOP RAIL TOENAIL TO 4 "X4" POST @ 4 X 4 POST W/8"'/I X 24" DEEP CONCRETE FOOtlNG @ 1 X 4 DOG EARED FENCING TOENAIL TO 2"X4 • RAILS @ 2 X 4 MIDDL!;, RAIL TOENAIL TO 4 X4" POST @ 2 X 4 BOTTOf.t RAIL TOENAIL TO 4 X 4 POST @ FINISHED GRADE NOTE: APPLY ONE COAT PRIMER AND TWO COATS OF WHITE PAINT. REEN FENCE LEGEND ~ 2 X 6 WOOD RAIL 4• X 1/2" PLYWOOD @ 2 X 4 WOOD POST © 2 X 4 S4S WOOD DECKING ® 2 X 2 WOOD PICKET ® 12 X 12 X 12 PRECAST CONCRETE PIER SEE GRADING PLAN FOR OUTLET (?) FINISH GRADE ® COMPACTED BACKFILL ® TEMPORARY SALES TRAILER @) COMPACTED BACKFILL @ ADJACENT CONCRETE PAVING @ 2 X 4 WOOD RISERS @ 2 X 6 WOOD HANDRAIL @ JOIST HANGER (@ 2 X 8 FLOOR JOIST NOTE: ALL WOOD TO BE S4S CEDAR PAINT W/2 COATS SEMITRANSPARENT PAIN TO BE ~PECIFIED BY LANDSCAPE ARC a·-o· o.c. ---------------1-+I------~ _________ _._......._.___---'I.- 1 062 I 5 L-602 • N .... 18" r 1-z 0 u z 0 I-(/) u _J ::::> -0::: <( I-I-(/) w zo 0 u 4 ANDRAIL AND STEPS 2 L-602 06512 L -602 APPROVED FDR PLANTING AND IRRIGATION □NL Y) INCLUDING PRECISE LOCATION OF PLANTING AREAS, 06215 L-602 t---+------if-----------------+-----+----+----+-----,! ~ er rLA£,rG D~t~¼~TBAD w 1---+-----1--------------+-----+----+----+------1 LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 MODEL COMPLEX & MAIN ENTRY "AS BUILT" 1----+--1--------------+---+----+----+---I CT 92-08 GRE VALLEY -PHASE 1 ---- RCE __ EXP, __ _ DATE 3./(-cJ/ ----'->:::..,.£-==------= i------t---t--------------+----+----+-----+---1 APPROVED:_.,,...,., REVIE'JED BY, ASSISTANT PLANNING DIRECTOR DATE PROJECT NO. INSPECTOR t--:,D°"'ATE:,--+-=1NITl=-:-A,--,L t--------------+----+----+-----+---1 DWN BY: --1-D_A TE...c.....,..;;.IN'-'-'ITIA.;;;.L -+,-.,c.;DA.;..;;TE;....._;INc;;..IT;;.;:IAL'-1 CHKD BY: __ --D-AT_E_ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV'wD BYt CT 92-08 I DRAWING NO. . 349-3P 10'-0" MAX. SPACING 'lo I ,,. 7 -. -. ------. 1: -,m~ ,., . : ~ ,'. =11 • 0 I .,, -. ' . . "1 ' . 1-~~-J': ·Y··· '. ~Ir -{ B ELEVATION SECTION / 12• LEGEND 0 LINE POST W/ B" DIA. x 2'-8" CONCRETE FOOTING. 0 PULL POST, CORNER POST, OR TERMINAL POST W/ 12" DIA. x 3' -0" CONCRETE FOOTING. © TOP RAIL © STRETCHER BAR. @ TENSION WIRE W/ TURNBUCKLE AT EA. #2 CHAIN LINK FENCE SCALE, N. T. S. 2 • ..,. © TENSION WIRE. (z) CHAIN LINK FABRIC. ® COMPACTED SUBGRADE PER SOILS REPORT. ® FINISH GRADE. ALL FABRIC SHALL BE ATTACHED AT ROAD SIDE OF FENCE. 6 05100-10 L-603 LEGEND (D WOOD OR METAL POST @ FINISH GRADE, WHERE APPLICABLE @ CROWN FOOTING TO DRAIN @ FINISH SURFACE, SEE PLAN @ WRAP BOTTOM OF ALL POSTS WITH "rAPECOAT" POLY)lER TAPE PER MFG.'S DIRECTIONS TO 1 NJfM. FINISH GRADE. @ CONCRETE FOOTING, SIZE VARIES SEE FENCE OR RAIL DETAIL FOR SIZE • TOP OF ~OOTING TO BE SET AT A DEPTH 4 BELOW FINISH GRADE OR ADJACENT PAVING. (Z) 9" DIA. x 12' DEEP GRAVEL DRAIN POCKET TYPICAL POST IN CONCRETE FOOTING 7 SCALE, N. T, S. 02752-15 L-603 □ LEGEND CD REMOVABLE BOLLARD-REFER TO DETAIL N0.5, SHEET L-603. {1) FINISH GRADE/ FINISH SURFACE @ CONCRETE PAVING-REFER TO SHEET L-300 FOR PAVING SCHEDULE @ PILASTER-REFER TO DETAIL N0.4, SHEET L-604. (5) ALIGN WITH BACK OF WALL (6) EXISTING PATH/PAVING BOLLARD PLAN VIEW 4 SCALE, 1/4'=1'-0' 4220-06 L-603 4-1/2" NOTE: INSTALL PER MANUFACTURER'S SPECIFICATIONS LEGEND 'b I ;,, CD REMOVABLE METAL BOLLARD-MODEL N0.2190-R (LOCKABLE) BY COLUMBIA CASCADE OR APPROVED EQUAL. SUBMIT COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. BASECOVER REMOVABLE BOLLARD INSERT POST FOOTING SLEEVE @ CONCRETE FOOTING-REFER TO MANUFACTURER'S SUGGESTED SPECIFICATIONS @ CONCRETE PAVING-REFER TO SHEET L-300 FOR PAVING SCHEDULE (V COMPACTED SUB-GRADE @ GRAVEL DRAIN ROCK SUB-BASE @ LOCK-BY OTHERS @) CREATE RECESS IN FOOTING FOR INSTALLATION AND REMOVAL OF LOCK BOLLARD 5 SCALE, 3/4'=1'-0' 04420-05 L-603 LEGEND (D 2 X 6 WOOD RAIL (v 2 X 4 CROSS BRACING @ 2 X 4 WOOD POST <!) 2 X 4 S4S WOOD DECKING @) 2 X 8 STRINGER @) 12 X 12 X 12 PRECAST CONCRETE PIER SEE GRADING PLAN FOR OUTLET ([) FINISH GRADE @ COMPACTED BACKFILL NOTE: ALL WOOD TO BE S4S CEDAR PAINT W/2 COATS SEMITRANSPARENT PAINT TO BE SPECIFIED BY LANDSCAPE ARCHITECT RAIL ELEVATION 35 -70 O.C. TYP. BETWEEN PILASTER -SEE PLAN 6'-0" 6" O.C. TYP. /i I V I I V ,.v • I z 2 'oz~~ .I...._ ..J. I -::::E <O ::::E • ~f.00 J_ I ,._ ,......_ ·~11~ml!!m!1_1rfl.. ' -. ;!L'!Jllb'm ,, \ ·•~IIHll=LJ~[ . ID ·1c1TI~TI .•. 4. '-.... 'lll= . .. 6 1-1 71" LEGEND: NOTE: 1 2 I I I , 4 (j) 1-1/2" X 1-1/2" T.S. TOP RAIL @ 1-1/2• SQ. T.S. POST O 6'-0" O.C. @ 5/8" T.S. VERT. PICKET O 6" O.C. @ 1-1 /2• X 1" T.S. BOTTOM RAIL WELD ALL CONNECTIONS CONTINUOUS REMOVE ALL SPATTER &: SLAG @ FINISH GRADE @ CONCRETE FOOTING SEE DET. #2, L-606 (J) MASONRY PILASTER. SEE DET. #4, L-603 GRIND ALL WELDS SMOOTH FINISH ALL SURFACES WITH 2 COATS OF' ZINC OXIDE PRIMER AND 2 COATS OF' ENAMEL PAINT CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. T.S. FENCE W PILASTER 3 SCALE, 1/2'=1'-0' 5510-07G L-603 £Q. SEE PLAN 0 I /", D ' LEGEND 2 X 6 WOOD RAIL 4 X 4 WOOD POST WOOD RISER G) 2 X 4 S4S WOOD DECKING @ 2 X 6 FLOOR JOIST @ 12 X 12 X12 PRECAST NCRETE PIER SEE GRADING PLAN F: OUTLET (J) TEMPORARY SAILES @ WOOD RAIL NOTE: ALL WOOD PAINT W/2 TO BE SP. S4S CEDAR TS SEMI-TRANSPARENT PAINT IED BY LANDSCAPE ARCHITECT OD DECK PLAN £ . SEE PLAN 1 06512 L-603 06512 L-603 • (n Lt.I i== Lu ->LO z a:: r<) ::> 0 IX) :::E N :::E Lu C) o o< u ~() Lt.I z ::i' ..... zo -a:: 1- ....1 0 85 (.!) ::::!: :::J z o:::, < -OLL ..,;l ::> IX) z 1-z 0 u z 0 t-(/) u~ :J -<( e::: t- t-W (/)Q z 0 u L-603 fSHml CITY OF CARLSBAD l----t---t--------------+--t-----1t---t----1 L..!_U PLANNING DEPARTMENT l----t---+---------------+--1----,!---t----1 r-------------r------:/1:--::A-::S::--:B::--:-U-:-::I;-;--L-::T:-;:":----i---i-+----------l---+---l--+---1 LAN~rRlsL~lso0,RACT 9 2-08 APPROVED FDR PLANTING MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL y, 1---+----+------------1-----l--+----t---t CT 92-0B GRE N VALLEY -PHASE 1 INCLUDING PRECISE RCE __ EXP.___ DATE f---+----jl-------------+---+---t---t-----1 .,..AP..,,PR=O-=-VE..,.,D:~..,,,,_i---:.,,;'""L#-~==:---~3-/U/ ASSISTANT PL NNING DIRECTOR DATE LDC AT ID N □ F p LANTING REVIEWED BY• i---:,~-+=.,,.,,-+------------+-::-:-=-+:-::::-:-:--~:-=--17.::,~ DWN BY: --PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY AREAS, ----ENGINEER OF WORK REVISION DESCRIPTION 1-□-TH-ER-AP.LPR-□V-AL--CITY-AP,_PR-OV-AL--1 RVWD B~,--• CT 92-08 3 4 9-3P INSPECTOR DATE z :5 . Q_i <.?. Zto 24" Cl I ~co <.? 0 wt-w (J) z I ::Ii • N (I). wCO I -I 0::. co ,<(to I > . PILASTER PLAN N VIEW LEGEND CD PROJECT PILASTER CAP SEE DET. 2, SHT. L-603 @UP lYPICAL @ STUCCO FINISH PER. FINISH SCHEDULE @ 24" SQ. MASONRY PILASTER @ 45' CHAMFER @ 34" SQ. WAINSCOAT BASE (?) (4) 4"x4" BLUE PASTEL TILES STREET SIDES ONLY @ #5 REBAR VERTICAL O EA. CORNER 4" 24" ;~ I I 11 'r. I i I I I . _J.. ~ al I I ~ I I ~ I ·• z ~=·=b st--::Ii @ #3 TIES TOP, BOTTOM, AND MIDDLE @ CONCRETE FOOTING PER STRUCTURAL G) PERIMETER WALi. @ FINISHED GRADE @ CMU BLOCK. GROUT FILL CELI.S SOLID. 0 DRAINAGE AND IRRIGATION LINES FOR PILASTER W/ POTTERY ONLY -SEE DET. 2, SHT. L-603 PROJECT ENTRY PILASTER TYP. 4 SCALE, l /2' =I' -0' 4220-02 L-604 1 B 4 2 4 3 W:if• 0o s:s❖o ' ' \ t::ATE'. ENTRY WALL SECTION SCALE, 1/4' = 1' -0' 5 9 6 5 . -" . D~ g .. .,";:1.Xo4-,g: ~,g~ 0,7. . ' -~"" ' r ,, •• "i,;ll ";N!o "t,❖0 , 0L, ' ' ' I 0 ,---~----7 0 ! ________ _J ~ <¥ ~ <¥ DRIVE MEDIAN LANE ISLAND nRIVE LANE LEGEND (D CMU STUCCO WALL, REFER TO DETAIL N0.3, THIS SHEET. ® TUBULAR STEEL PEDESTRIAN STEEL ENTRY GATE, REFER TO DETAIL 4, SHEET L-605. @ ENTRY PILASTER, REFER TO DETAIL NO. 4, THIS SHEET. @ TUBULAR STEEL FENCE AT ENTRY, REFER TO DETAIL 3, SHEET L-603. @ TUBULAR STEEL VEHICULAR ENTRY GATE, REFER TO DETAIL NO. 1, SHEET L-605. @ FONT SffiE & TEXT PER GRAPHIC DESIGN PACKAGE (J) KNOX BOX KEY SWITCH @ PLANTING POT @ FOUR (4) PIECES OF 4"X4" TILE-FACE Fl.LISH WITH PILASTER. @ FINISH GRADE 7 G\ 2 4 1 ~ ~ ' . , l ,, = ' \ 0 \ n ~ l':4TE'. 1 4220-01 L-604 u ....I ....I • VI L,J j::: w ->u; z 0:: t') ::, Cl 00 ::::E N ::::E W Ol 8 ~<5 <ci ._, e-, < wzzooBl LL.ZOO;;:! -0:: I-~ .....loffiU< 1-----------------------------+----------------------------.....--------------------------------------------------......_ ______ -t(!):::i;::::l<u Z O => ..:I U[) O◊ f2 !:/-2A ::, £ LJ... • st-~=-------=:;.,,;::----'I,. ~Qt:;===========~;=~:t--(\J ~ • If) 1.5' - 1 4 PILASTER CAP (TYP.) 1'-4' • • r--If) 8 4 c::±:==1;:---~~~~~:_~84 ,5' CMU WALL CAP ..... WALL & PILASTER CAPS SCALE, 1' = 1' -0' LEGEND G) lYPICAL WALL PILASTER -SEE DET. 4; L-604 @ TYPICAL CMU WALi. -SEE DET. 2; L-604 @ 48"!11 AVENTINE SERIES, STONEWEAR POTTERY @ STUCCO FINISH, SEE SHEDULE FOR COLOR AND FINISH @PLANTING @ 4"111 DRAIN TO WEEP HOLE & IRRIGATION SLEEVE (z) CUSTOM CONCRErE WALL CAP FOR PILASTER W/ POTTERY ONLY @ CUSTOM REINFORCED FOAM WALL CAP "CONTRACTOR TO PREPARE MOCK UP FOR OWNERS APPROVAL 422-13C L-5o4 30" PILASTER PLAN VIEW LEGEND • Ol I r-- CD PILASTER CAP- REFER TO DET. 5, SHT. L-604 @ LIP TYPICAL • co I @ STUCCO FINISH PER FINISH SCHEDULE 30" SQ. MASONRY PILASTER 45" CHAMFER 34" SQ. WAINSCOAT BASE (?) (4) 4"x4" BLUE PASTEL TILES STREET SIDES ONLY @ REINFORCEMENT PER STRUCTURAL ENTRY WALL PILASTER SCALE, l /2' = 1' -0' 0 . ,-.., ' .. {J--;;( z I al I~ 34" I I,; I I I '" I I ~ I le I ~ ..,.._...,_ __ ....._.........__ t') I I --.-....... ___ _r"'_J @ REBAR TIES PER STRUCTURAL ® ~~~crNcrcfBijLNG G) PERIMETER WALL @ FINISHED GRADE @) CMU BLOCK 0 DRAINAGE AND IRRIGATION LINES FOR PILASTER W/ POTTERY ONLY @ POTTERY -SEE DET. 5; SHT. L-604 3 3 4220-02A L-5o4 :z>< .... <[ :::E: :::E: • • \Dru 9 r-------------------7 I I L ________ ~ ~-----_J LEGEND CD SIGN WALL-REFER TO DETAIL NO. 3, SHEET L-604 @ WALL PILASTER-REFER TO DETAIL NO. 5, SHEET L-604 @ CONCRETE PILASTER CAP @ CONCRETE PILASTER CAP-REFER TO DETAIL N0.5, SHEET L-604. @ STUCCO FINISH, SEE SCHEDULE FOR COLOR AND FINISH @ POT PLANTING NOTE: 30' SIGN WALL (?) FONT STYLE &: TEXT PER GRAPHIC DESIGN PACKAGE @ FINISHED GRADE @ 48"<& AVENTINE SERIES, STONEWEAR POTTERY @ RETAINING WALL WHERE APPLICABLE REFER TO DETAIL NO. 6, SHEET. L-604 G) SLOPE, WHERE APPLICABLE @ LOW CMU WALL W/CAP CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. MONUMENT WALL SCALE, 1/4'=1' -0' -"' SIGN WALL CROSS SECTION CROSS SECTION SCALE: 1;2·=1 '-0" Cl) Cl! Cl! Ww I-I- Cl') z ....I <[ w ....I d u < a_l-::,, I-<[ LJ... <[. □ 0 • I □-_1 r-- '° A w °' .... Cl) => wo .... w Cl! Cl! <[ >W °' w I )I 2 4220-13A L -5o4 1-z 0 u z 0 -(/) I-....J u_ => <( 0::: I- 1-W (I) Cl z 0 u L-604 fsHml CITY OF CARLSBAD 1----+---+--------------+----+----t---t------f ~ PLANNING DEPARTMENT 1----+---+--------------+---+--+--t----1 LANDSCAPE PL~NS FOR: ,----------.------::-"-:-A::-S-:B:-:-U--:-:I:-:---L-::;::T-::-" ---i---1--1---------1---1----t-----l---l CAR LS ~AD TRACT 92-08 APPROVED FDR PLANTING t-----t--t-----------t----t---t--t-----1 MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL y I CT 92-08 GREE VALLEY -PHASE 1 INCLUDING PRECISE RC[ __ EXP,___ DATE ..,..AP::-::PR=O-=-VE,,.,.D:::=z<~~~==---=g../(:.. 6/ ASSISTANT DATE LDC AT ID N D F p LANTING REVIEWED BY, OWN BY: --PROJECT NO. I DRAWING NO. AREAS' DAT£ INITIAL REVISION DESCRIPTION DAT£ INITIAL DAT£ INITIAL CHKD BY;__ CT 92-08 349-3P ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY1 ~-----~ INSPECTOR DATE - PILASTER PLAN VIEW LEGEND z :5 (/) Cl.. w ~ Cl:'. ~ Cl:'. w LL. w Cl:'. CD FOAM PILASTER CAP- rr;,., REFER TO DET. 2, SHT. L-6O3 \6/ 1 /2" MORTAR SETTING BED T.P. • N @ STUCCO FINISH PER FINISH SCHEDULE @ #5 VERT. REBAR O EACH CORNER @ 45' CHAMFER @ 26" SQ. WAINSCOAT BASE (Z) GROUT FILL SOLID ALL CELLS @ REINFORCEMENT PER STRUCTURAL PILASTER SECTION SCALE, 1 /2' = l' -0' .. ~ 1 ""f-- @ COMPACTED SUB-GRADE @ ~~~c™5ct8~JLNG (U) 113 TIES O TOP, MIDDLE ii.ND BOTTOM @ FINISHED GRADE @ 8X8X16 PRECISION C.M.U. BLOCK 4220-02 L-605 r---7 I I -----1 z :::E 'b I . LO I I L-_J 2\...---t-1 r- 1 I RIMDSI)[ Cf rna: -_, .J~.11--1' ' 11.4------1 u • • 1 'J. • · I 11• NTS LEGEND: 1-1/2" X 1-1/2" T.S. TOP RAIL 1-1 /2" SQ. T.S. POST O 6' -o• O.C. 5f8 T.S. VERT. PICKET O 6" O.C. CAP BOTTOM OF PICKET. 1 X 1-1 /2" T.S. BOTTOM RAIL ON EDGE FINISH GRADE CONCRETE FOOTING PER STRUCTURAL WELD METAL MESH 24" ABOVE F.S. AND 12" BELOW F.S. FOR ANIMAL CONTROL-WRAP BOTTOM CONTRACTOR TO PROV!Dt SHOP DRAWINGS FOR APPROVAL. TUBULAR STEEL PERIMETER FENCE 3 SCALE, 1 /2' =I' -0' 5510-07B -605 • " . "- I"') J ,- LEGEND I s·-o· o.c. I '- / -' .- G) 1-1/2" X 1-1/2" T.S. TOP RAIL ; ENTRY PILASTER WITH PLANTING POT @ 1 -1 /2" SQ. T.S. POST DRIVE ENTRY LENGTH-REFER TO PLAN @ 5/8" T.S. VERT. PICKET O 4"0.C. FINISH GRADE @ 1-1 /2" X 1" T.S. BOTTOM RAIL @ 5/8" T.S. HOR. PICKET NOTE: @ GATE SLIDING TRACK CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. ENTRY SLIDE GATE SCALE, N. T. S. 5 I \ / - I CONTRACTOR TO PROVIDE' SHOP DRAWING F8R MECHANICAL AND GATE ASSEMBLY F R OWNER'S APPROVAL. 1 4220-13A L-6D5 ~ ....I • Vl uJ i==w ->,o z -I"') ::::> a::: IXl ::::E O N ::::E w 0, 0 0() u ~ uJ Zz ..... zo -a::: 1- ....1 0 ffi l-_________________________ .:::::_ __ 4--__________________________ .::::.~1----------------------------------------------------------it!>::::E:::l Z O:::, 20" PILASTER PLAN VIEW LEGEND • Ol I . " CD PROJECT PILASTER CAP SEE DET. 2; SHEET L-603 @ LIP lYPICAL @ STUCCO FINISH PER. FINISH SCHEDULE @ 24" SQ. MASONRY PILASTER @ #5 REBAR VERTICAL O EA. CORNER @ #3 TIES TOP, BOTTOM, AND MIDDLE (Z) CONCRETE FOOTING W/ #4 REBAR EACH WAY 20· I I I I I J I. I I : I I I I I I "I I 'ti i- I ,__-<4 I J 36" SQ. L • @ PERIMETER OR POOL FENCE SEE DET. 2 & 6; SHT. L-605 @ FINISHED GRADE (U) CMU BLOCK. GROUT FILL CELLS SOLID. @ AREA FOR TRELLIS POST GROUT & MOUNTING @ COMPACTIED SUBGRADE PER GEOTECHNICAL REPORT FENCE Pl LASTER TYPICAL SCALE, l /2' = l' -0' 4220-03A L-605 LEGEND: (D 5/8" VERTICAL PICKETS AT 6" O.C. (?) TUBULAR STEEL FENCE PANEL SEE DETAIL 3, SHEET L-603. 0) EXTERIOR GRADE HARDWARE FINISH TO MATCH AR~H.., HANDLE A~DB~Et~tcH'f~8.Bu. KEYED © FINISHED SURFACE OF PAVING. ® CONCRETE WALK @ 2" SQ T.S. POST NOTE: 1. WELD ALL CONNECTIONS CONTINUOUS 2. REMOVE ALL SPLATTER & SLAG 3. GRIND ALL WELDS SMOOTH (J) HEAW DUTY HINGES, 3 REQUIRED I'S\ SELF CLOSING TYPE. \Ill 1-1 /2" SQ. TUBULAR STEEL FRAME @ 3/16" THICK SOLID METAL KICK PLATIE. PLATE TO BE FLUSH WITH GATIE FRAME, BOTH SIDES OF GATE. ® CONCRETE FOOTING PER STRUCTURAL 0 NEWELL POST CAP 4. FINISH ALL SURFACES WITH 2 COATS OF ZINC OXIDE PRIMER AND 2 COATS OF ENAMEL PAINT 48" CLR. MIN. 4" O.C. TYP. 9 TUBULAR STEEL PERIMETER GATE SCALE, 1 /2' =I' -0' 5510-lOB L-605 LEGEND CD CUSTOM FOAM WALL CAP-REFER TO DETAIL N0.5, SHEET L-6O4 @ PILASTER-REFER TO DETAIL NO. 4, SHEET L-6O4 @ STUCCO WALL-REFER TO DETAIL NO.3, SHEET L-6O4 @ FINISH GRADE-SLOPE VARIES @ BUTT CAP TO PILASTER/WALL NOTE: CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. PERIMETER WALL STEP SCALE, N, T. S, 4220-1 SB L-605 -0 LL. ::::> IXl z 1-z 0 u z 0 -v, I-_J o_ :::) <( 0::: I-I-I.LI (/) 0 z 0 0 L-605 ~ CITY OF CARLSBAD 1----+---+--------------+---+--+--t---; l_!_±_j PLANNING DEPARTMENT 1----+---+--------------+---+--+--t---; r-------------r----::"-:-A-;:::S:--::B:--:-U-:-:;I-:-L-::;:T:-:;-"--1 f--+---+----------+--+---+--+-----t LAN1e'AARls~15D0,RACT 9 2-08 APPROVED FDR PLANTING MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL y, 1---1---+------------+----t--t----t------i CT 92-08 GR EN VALLEY -PHASE 1 INCLUDING PRECISE RC[ __ EXP,___ DATE -,-,AP,.,,,PR,.,.,OVC---E~D::.J.::::;.L::::.~==-~3~-/~-CJ / DATE LOCATION OF PLANTING AREAS. REVIE'w'ED BY• INSPECTOR DATE INITIAL --DA_T_E -ENGINEER OF WORK DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: __ CHKD BY: __ RV'w'D BY1 I PROJECT NO. CT 92-08 DRAWING NO. 349-3P • -- 111rn11 .. TTTm-l=-1= ·.~.,·"· =-ill' ·-,,,.,.1n1 ·-=·. ',,'·•, ·,. -I=--11 I !H-JT , .·. . ' LEGEND G) PRECAST FOAM CAP -SEE DET.2 ® FINISH GRADE SHT. L-603 ® a• CMU BLOCK. GROUT FILL 0 COMPACTED SUBGRADE PER ALL CELLS SOLID GEOTECHNICAL SOILS REPORT @ #4 REBAR O 48" O.C. VERT. ® CONCRETE FOOTING. a• D X 16" W. © SEALANT TO MATCH WALL COLOR ® # 3 REBAR CONT. IN 8" BOND BEAM ® STUCCO FINISH -SEE WALL @ #4 REBAR CONTINUOUS PERIMETER SCREEN WALL TYP 4 SCALE: 3/4'=1' -0' 04420-A2 L-606 I-I (.!) u.l I ..J ~ ~ • ~ I I I I I I I I I I I I L EQ. REFER TO CONSTRUCTION PLAN FOR WIDTHS 2x6 WOOD NAILERS BOLTED TO METAL FRAME. 2x6 WOOD NAILERS __,, BOLTED TO METAL FRAME . EO. 2" x 6" x 1/4" ALUMINUM TUBE GATE FRAME. WELD & GRIND ALL FRAMING CONNECTIONS, lYPICAL. ~2• x 4" x 1/4" ALUMINUM TUBE CROSS BRACES, lYPI --------------------------------7 • • co ,,., WING WOOD SCREEN GATE I \ lYP.:.:...:.. • ..:...PO.:.:ST:::..:._:IN:..:...:C.:.:ON.::C::.::RETE::.:.:,_..:.,:FO:.::O:..:.:fl::..:.:NG@:-~7. +--~.....1 I L-603 ', _,I ..... __ 02838-01 a· x a· x 1L4" GALV. jl.L TUBE POSTS, W STEEL PLATE , lYP. 5" x 1 /2" THK. EXTRA HEAVYWEIGHT COLD ROLLED f L HINGES (4 TOTAL WELDED )N PLAC FINISH SURFACE L-606 ~ ..J M Vl w j:: LLJ -> ll') z 0:: r<J ::::> 0 a:) ::I N :::IE LLJ a, 0 0 < u t3u < c:i f-4< oo Bl 0 ..J er. W Zz• LI.. zo -0:: 1- ..J O ffi =----------------------------------,----------------------------------1<!1:::!'::l Z O::) u < u j G) 8" CMU BLOCK. GROUT FILL ® ALL CELLS SOLID ® #4 REBAR O 48" O.C. VERT. 0 ® @ STUCCO FINISH -SEE WALL SCHEDULE L-300 © FINISH GRADE ® ® COMPACTED SUBGRADE PER @ GEOTECHNICAL SOILS REPORT MASONRY POTWALL SCALE: 3/4'=1'-0' 'lo I "' CONCRETE FOOTING - 8" DEPTH X 16" WIDE EXPANSION JOINT CONCRETE PAVING; SEE SCHED. SHEET L-300, FOR TYPE #3 REBAR CONTINUOUS IN 8" BOND BEAM #4 REBAR CONTINUOUS ADD ALT. 3 04420-02A L-606 LEGEND CD PRE-CAST CONCRETE CAP @ SUBGRADE CONCRETE CAP-REFER TO (Z) DETAIL NO. 1, SHEET L-604 7 CONCRETE FOOTING @8X8X16 CONCRETE PER CIVIL BLOCK @ PERFORATED PVC PIPE TO OUTLET @REINFORCEMENT @ 12"X12• GRAVEL DRAIN W/ GRAVEL PER CIVIL © STUCCO SCREED Q9 SLOPE-VARIES @ FINISH GRADE Ql) DAMPPROOFING LOW RETAINING WALL 2 SCALE, 3/4'=1' -0' 4420-02A L-6D6 -QLL.. ::::> a:) z 1-z 0 u en en ' 0 N ' 1'!0 15- z 0 -(/} I-_J t)_ ::::::> -<( 0::: 1- 1-W (/} 0 z 0 u Q LI.I I- g • 0 ...,a, z ,._ N ~~ frl N acn !I' en L-606 fSHml5 CITY OF CARLSBAD t----+---+--------------i------1~---i--i-----i ~ PLANNING DEPARTMENT t----+---+--------------i------1----i--i-----i t----+---+--------------+-----1----i--i-----i LANDSCAPE PLANS FOR: APPROVED FDR PLANTING AND IRRIGATION □NL Y J INCLUDING PRECISE LOCATION □F PLANTING AREAS, 11 AS BUILT" CARLSBAD TRACT 92-08 MODEL COMPLEX & MAIN ENTRY t----+---+--------------+---1---i--t---l CT 92-08 GRE N VALLEY -PHASE 1 RC[ __ EXP, __ _ DATE REVIE\JED BY• INSPECTOR l---;:-:=--+-:-:=-+--------------+--==--1--,,-::-:-:-,t-::-,=-~=-1 DWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ----ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY, DATE PROJECT NO. I DRAWING NO. CT 92-08 , 349-3P I I RECYCLED WATER STANDARD PLAN NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S 'CARLSBAD RULES AND REGULATIONS FOR CONSTRUCT/ON OF RECYCLED WATER MAINS', DATED OCTOBER 1983. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL.TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER- SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL BY THE OLIVEN HAIN MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. *8. THE IRRIGATION SYSTEMS SHALL BE RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING. SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION tHROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVERSPRAYING SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLING SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 13. METERS SHALL BE SIZED BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING "NON POTABLE WATER" OR "RECYCLED WATER", COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE WATER LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED WATER LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. '19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON #7645, HUNTER #HV100A-RL-NP OR APPROVAL EQUAL. 21. THE REQUIRED CROSS CONNECTION INSPECTION SHALL BE DONE BY EITHER THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. '22. DEVELOPER SHALL SHOW THE LOCATION OF THE RECYCLED WATER SIGNS -"DO NOT DRINK" -ON THESE PLANS. '23 AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS- CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION SHALL BE PROVIDED TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. IN CASE OF EMERGENCY CONTACT O.M.W.D. AT (760) 753-6466. 24. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 26. THERE ARE NOT ANY DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 27. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS, OR OTHER -~PPROVED METHODS. Phase 1 -~ co 0 < Continuing Life Communities, LLC ~JGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE 1. 2. IRRIGATE BETWEEN THE HOURS OF 10:00 PM & 6:00 AM ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS., i.e. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST THE SPRAY HEADS TO ELIMINATE OVER-SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS ON THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. 7. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON -SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A TAGS SHALL BE WEATHERPROOF PLASTIC¾" PURPLE IN COLOR. WITH THE WORDS ""WARNING-RECYCLED WATER -DO NOT DRINK" ON ONE SIDE AND ''AV/SO-AGUA IMPURA-NO TOVAR"ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USE FOR IRRIGATION" IN ENGLISH AND SPANISH WITH BLACK LETTERS 1'" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL USING THE EQUIPMENT. V:!•e,moff e89":fP"Bn 1. CITY CONSTRUCTION INSPECTION SHALL lNCWDE: A. LOCATION PIPE LINES. 8. TRENCH DEPTH. • ... .....,.., , . .. REQUIREDSEPARATION(HORIZONTALAN0YC3\I........, o'. PIPE IDENTIFICATION (P.O.C.) POINT OF CONN~ ~-=-:.::.:~~~~~~~1Wfa,il,• . WATER (IF~ .. WATER IS USED FOR CON,.,"""' ...... ,. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SH.-\I I 111 OBTAINED FROM THE CITY ANO DISTRICT.AND =~~=w~ COUNTY OEPAR~OF ENVIRONMENTAL H ·'" AP~AL II. DISTRICT FINAL INSPECTION SHALL INCLUDE: PLETION OF THE SPRINKLER SYSTEM TO A. COVERAGE TEST, AFTER COM COVERAGE ON THE APPROVED USE AREA ~ci~~~c:OT APPROVED FDR R"°EMNG ~ WATER. . 8. WARNING SIGNS AND l,Ul!LS g: ~=:~'f:1bATION CONDITION$, INCWDING WIND8l,OWN SPRAY, RUNOR' AND PONDING. E. REQUIRED PROTECTION OF ALLRESIDEN11Al AREAS. ..-F. REQUIRED PROTECTION OFWEj.LS, $TRF.AMS, RESERVOIRS,~, ... G. CROSS CONNECTION. m. ANNUAL INSPECTION SHALL INCWOE: A COMPLETE INSPeCTION WHICH SHALL COVER PAAT ~ PART 9 AND PAAT G OF THE DISTRICT'S FINAL INSPECTION- In WMNINO vcu:o WA"YER to ConlleMI RECYCLED WATER IN USE ... . 00 NQT DRINK. R CYCLED WATER NO TOME El.AGUA .Hi\NDS AF1tR CONTACllNO SUS M ·• DESPU£S Df; IJSAR 12".-X -~• SIZE ,032 ALUMlfi!UM, .080 ABS PLASTIC OR: Slla<-oN "Wm. SICNS . t· Bt.Aa< 1,,£ 11£R$ 2" 81.ACt< LtTlERS TYPICAL SIG;NS SAN DIEGO COUNTY DEPARTMENT OF E 18" X 18" SZE .002 ALUMINUM. .060 ASS PLAS11C OR S11CK-ON V1N'iL SIGNS RE flEQUIREl) ON AG£. _1 ONl Y VICINITY MAP ~.T.S. 0 KEYMAP 't4 cl CAM.INO REAL .. 'ffl§NQ ~·WATER METER l fl!' · REDUCED PRESSURE IIACKFLOW PR ~R PROPOSED IRRIGATION MAINLINE(.~) GATEVALVE -#-FIRE SeRVICE POTABLE WATER LINE -tV POTABLEWATERMAJN(INSTREET) • --~-~ATERMAIN (IN STREET) (PUJPLE PIPE) '.PQ NOTPRfNICSIGN LOCATION ' Q -~ L.IMIJ DECLARATION OR Rl;SPQNSIBI E CHARGE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE WORK FOR tHIS PROJECT, THAT I HAVE EXERCISE RESPONSIBLE CHARGE OVER THE DESIGN Of·THIS PROJECT AS DEFINED IN SECTION 8703 OF THE. BUSINE,JS PROFESSIONS CODE AND THE DESIGN IS . CONSIS'tENT WITH CURRENT STANDARDS. NORTH UNDERSTAND THAT THE CHECK OP THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 18 CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS A LANDSCAPE ARCHITECT OF WORK, Of MY RESPONSIBLITIES FOR 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. I . IMA DESIGN GROUP INC. RON IZUMITA, FASLA CALIF. RLA 4200 2500 MICHELSON DRIVE, IRVINE, CA 92614 (949) 250-0023 OLIVENHAIN MUNICIPAL . WATER DISTRICT POTABLE AND RECLAIMED WATER SYSTEM APPROVAL APPROVED BY: ~ /?8.4 , .. ,(.o, ..,.. .. _ · 'E I/ lrS:-3 DATE JOl1 NO. · NO"(E: SICNATllRE £XPIIIES n,o Y£.AHS AFTER D4TE L-700 CI'RY OF .CA_RLSBAD I SHEE'FS I PLANNING QEPARTMENT 2. '? REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. CITY PLANNING DIRECTOR. ;\'JD DISTRICT ENGINEER PRIOR TO !~1PLEMENTATION N FIELD. r--------------,■----:-:-;::-:;::-:-:::-:--::----f----1---1------------~1--.I---........ L-.--1---1 LANDSCAPE ft.t,NS FOR: APPROVED -FOR PLANTING. 'AS BUILT' CARLSBAD TRACT 92-08 MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL Y, l-----lf----+------------+--~-+---1----1, CT 92-08 GREEN VALLEY -_PHASE 1 -----INCLUDING PRECISE LOCATION OF PLANTING AREAS, RC£ __ _ EXP, ___ _ DATE i-,---+--+---------------4----4--4---+---I APPROVED: t::RE:V-::IE\l=::ED::-:B::-:Y,-----------1----4_;_..:....t;...,---"'---~---------1----J--:i.----t--'--I • 4SSISTANT PLANNING DIRECTOR i-=D::;AlE:::._,1.;ll::l,::llAl.::::.,i_:D::;A:.;:lE;-1,.:::IN::.:,ITIAL:::;;,;.• H i~o e;~=--- 1111Q /IIPRDVN.. Cl1Y N'Pll<NN... · R,Vl.'D :SY• INSPECTOR DATE DAlE 1Nl11AL ENGINEER CF WORK REVISION DESCRIPTION PROJECT NO. CT 92-08 .DRAl'ANG NO. - 349-3? )6 I \ \ 207 0 I I I I I I I / \ "-f14-f;,-, I 'O \ ~'tr. \ ¾: ......... 204 ~ ,1 ,,~p.:J.jj~~~ /11111----+-3;4• J/4 / J/4 J/4" ..__.__,::--:!::_~f-1,LL_fI'J:r.J.....-r-J--1..J /3/vr,..____VA<'!" --/4" • I' J/4" ~ ~~~ ~~ ~ ~ - 7 1· ~ ""~:-.. 1" ~""' -....,;:-~ -~~""$.&~?'"- t-:--;----¥-L., J/4' = 3/4" PARKING LDT I 3/4" 26 TEMPORARY SALES TRAILER 1-1/2" 0 I \ \ IRRIGATION LEGEND SYMBOL DESCRIPTION MANUFACTURER MODEL -NUMBER fS1 ~ RADIUS V'V''tV POP-UP TURF SPRAY RAINBIRD 1804-SAM-5-LA-PCS 0/T/H/F 30 .10/.13/.2/.41 5' ¢¢-v''v POP-UP TURF SPRAY RAINBIRD 1804-SAM-10-LA-PCS 0/T/H/F 30 .39/.58/.79/1.58 1 o· ,;,,;,..,.,.. POP-UP TURF SPRAY RAINBIRD 1804-SAM-12-LA-PCS 0/T /H/F 30 .65/.87 /1.30/2.60 12' W?"¥'t POP-UP TURF SPRAY RAINBIRD 1804-SAM-15-LA-PCS 0/T/H/F 30 .92/1.23/1.85/3.70 15' ()~H~O 6" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-5-PCS 0/T/H/F <,(}'-• 10" POP-UP SHRUB SPRAY <:,<t'-• 12" POP-UP SHRUB SPRAY (9(1)0Gl 15" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-10-LA-PCS 0/T/H/F RAINBIRD 1812-SAM-12-LA-PCS 0/T/H/F RAINBIRD 1812-SAM-15-LA-PCS 0/T/H/F [I □ 6" POP-UP END STRIP SHRUB SPRAY RAINBIRD 1806-15-EST 6" POP-UP CENTER STRIP SHRUB SPRAY RAINBIRD 1806-15-SST 0 GATE VALVf. WATTS 6000 SERIES 111>'4111 REDUCED PRESSURE FIBCO BACKFLOW 825Y J/4" ~~ e PRESSURE COMPENSATING-RAINBIRD 1402 FULL CIRCLE BUBBLER @@(z) POP-UP SHRUB ROTOR HEAD HUNTER @®® POP-UP SHRUB ROTOR HEAD HUNTER PGH-ARV/3RV PGH-ARV/3RV @(D@ POP-UP SHRUB ROTOR HEAD HUNTER @®0 POP-UP SHRUB ROTOR HEAD HUNTER PGH-ARV/3RV PGH-ARV/3RV 000 12" POP-UP SHRUB SPRAY HUNTER PGM-12-A-R 0 QUICK COUPLING (POTABLE) NELSON 7645 -A/--IN-LINE CHECK VALVE GEE LINE SIZE 02/04/07 03/06/09 04/07/10 05/08/11 .75/1.0/2.0 30 .10/.13/.20/.41 30 .39/.58/.79/1.58 30 .65/.87 /1.30/2.6 30 .92/1.23/1.85/3.0 30 .61 30 1.21 30 .50 50 .9/1.6/3.4 50 1.2/2. 7 /5.5 50 1.6/3.4/7.6 50 2.0/4.2/9.8 50 .75/1.0/2.0 5' 1 o' 12' 15' 4'X15' 4'X30' 1'-3' 30'/34'/42' 31 '/40'/46' 34'/42'/49' 38'/43'/50' 22.5'/25.5'/31.5' □A CONTROLLER RAINBIRD-ESP-40MC-SS W/ UNIK RAIN SHUT-OFF DEVICE & RAIN CHECK S REMOTE CONTROL VALVE RAINBIRD-PEA-PRS-B-NP-HAN □ M POTABLE WATER METER CLASS 200 2 1/2" PVC (NON PRESSURE POTABLE WATER) -• -CLASS 315 2 1/2" PVC (PRESSURE POTABLE WATER) ------CLASS 200 RECYCLED WATER PVC PIPE 3/4" -3" LATERAL LINE ----CLASS 315 RECYCLED WATER PVC PIPE = = = = = PVC CONTROL SLEEVE; SLEEVES TO BE AS FOLLOWS: FOR MAINLINE, WIRING, & LATERALS UNDER VEHICLE PAVING: SHALL BE PVC SCHEDULE 80 W/30" COVER FOR MAINLINE & WIRING UNDER PEDESTRIAN PAVING: SHALL BE PVC SCH. 40 W/24" COVER FOR 3" & LARGER PIPE FOR MAINLINE & WIRING UNDER PEDESTRIAN PAVING: SHALL BE PVC SCH. 40 W/18" COVER FOR 2.5" & LARGER PIPE FOR MAINLINE, WIRING, & LATERALS UNDER PEDESTRIAN PAVING: SHALL BE PVC SCHEDULE 40 W/12" COVER LATERAL LINE SIZE MAIN LINE SIZE SLEEVE SIZE NOTES: GPM-27 • @=' STATION NUMBER 1 VALVE SIZE u ...I ...I -(/) w 1-w -> I/') z 0::: "1 :::, Cl l1J ::::E N ::::E w O'J 0 Cl (3 .-o c::i uY-1 ---....., E-4 -w '?!:. z rn Bl 1.&..ZOO~ -0::: I-~ ...J O ffi U < (!) ::::i: ::J :§ u Z O => -0 LL.. :::, l1J z 1-z 0 u z <( __J Q_ J/4' \ • INSTALL POP-UPS W/ IN 10' OF ALL PEDESTRIAN USES. z 0 I- <( c.., 3/4" RT I • LIMIT-OF-WORK ------------------------ ----------------------- ------ J/4" J/4" 3/4" ------ ------28 \ J/4" 3/4" -75 I • INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. • LOCATE ALL MAINS OUTSIDE R.O.W. EXCEPT AT BRIDGE. • SLOPE IRRIGATION DONE BY OTHERS ( • MAINLINE / LATERAL LINES SHALL BE STRAPPED UNDER BRIDGE • ENGINEERING DEPARTMENT MUST APPROVE LOCATION & ATTACHMENT AT BRIDGE. I -0::: 0::: • 0 I • 0 N ~{ ------t---1'""'•~-=----= 18 12 1 • I 3/4" L-701 fsHml CITY OF CARLSBAD I SHEETS I 1-----+---+--------------+---+---+--1-----1 L.22_j PLANNING DEPARTMENT 25 l-----+---+----------------+---+---+--1----1 1 --------------,------;;-;_-;:::---:;:::-;--;-:;-;--:::;:-;:;-----1----l-----l----------------l-----+----I---I-------I LANDSCAPI;: PLANS FORT· APPROVED FDR PLANTING "AS BUILT" CARLSBAD RACT 92-08 MODEL COMPLEX & MAIN ENTRY AND IRRIGATION □NL Y, t---t----+----------------lf--------4-----+----+-----I CT 92-08 GREEN VALLEY -PHASE 1 INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ _ REVIEIJED BY, INSPECTOR EXP, __ _ DATE 1--~-+-=-+----------------+---+---+--1----1 DWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ----ENGINEER OF WORK REVISION DESCRIPTION OTHER APPR□VAL CITY APPROVAL RVIJD BY DATE PROJECT NO. CT 92-08 DRAWING NO. 349-3P ---------- 18 1· 12 I 30 3/4" ~I ~/4" 71 I- ~ ....J 3/4' I I I I I I w c., 0 O:'.: (D --------- I . I , I r 3/4" - 3/4° I I . 3/4' 1· I 3/4" 3/4" 3/4" 3/4" -;;:; f-w w ~ (f) ~ z <( > w _, 3/4° I --\------- -MATCHLINE--..::.... -~-~ R£F ~ -=ro----s H-E ET L-701 (17) 3/4' 10 4' 12 r----......-1--3/ 4" ::,c: I ~ I l.J.... r---...-,Jfif I I I I I I I- ~ ....J 20 1· --------------- I I --- / 112· 112• l I I I 15 I I I I I 1' ,_ f:j ,. ~ I !:2-... 3/4" /.,.J .,,. 1· ,-;: 3/4" ~ ~ 3/4' I Lu -..J 3/4" l§ --£ Ji I 3tf 3/4" /5 29 10 1 • I I 3/4" 1 .. -- I --... IRRIGATION LEGEND SYMBOL 'V'V\fV -e,~v''v ~~ ..... W'11't♦ o<3oo C,(}"· ~G'-e ~G>9EB [I □ 0 H • 000 0 --N-- DESCRIPTION MANUFACTURER MODEL-NUMBER POP-UP TURF SPRAY RAINBIRD 1804-SAM-5-LA-PCS QjT/H/F POP-UP TURF SPRAY RAINBIRD 1804-SAM-10-LA-PCS 0/T/H/F POP-UP TURF SPRAY RAINBIRD 1804-SAM-12-LA-PCS 0/T/H/F POP-UP TURF SPRAY RAINBIRD 1804-SAM-15-LA-PCS 0/T/H/F 6" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-5-PCS 0/T/H/F 10" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-10-LA-PCS 0/T/H/F 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-12-LA-PCS 0/T/H/F 15" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-15-LA-PCS 0/T/H/F 6" POP-UP END STRIP RAINBIRD 1806-15-EST SHRUB SPRAY 6" POP-UP CENTER STRIP RAINBIRD 1806-15-SST SHRUB SPRAY GATE VALVf. WATTS 6000 SERIES REDUCED PRESSURE FEBCO B25Y BACKFLOW PRESSURE COMPENSATING-RAINBIRD FULL CIRCLE BUBBLER POP-UP SHRUB ROTOR HEAD HUNTER POP-UP SHRUB ROTOR HEAD HUNTER POP-UP SHRUB ROTOR HEAD HUNTER POP-UP SHRUB ROTOR HEAD HUNTER 12" POP-UP SHRUB SPRAY QUICK COUPLING (POTABLE) HUNTER NELSON 1402 PGH-ARV /3RV PGH-ARV/3RV PGH-ARV/3RV PGH-ARV/3RV PGM-12-A-R 7645 IN-LINE CHECK VALVE GEE LINE SIZE 02/04/07 03/06/09 04/07/10 05/08/11 .75/1.0/2.0 .esJ .GeM 30 .10/.13/.2/.41 30 .39/.58/.79/1.58 30 .65/.87 /1.30/2.60 30 .92/1.23/1.85/3.70 30 .10/.13/.20/.41 30 .39/.58/.79/1.58 30 .65/.87 /1.30/2.6 30 .92/1.23/1.85/3.0 30 .61 30 1.21 30 .50 50 .9/1.6/3.4 50 1.2/2. 7 /5.5 50 1.6/3.4/7.6 50 2.0/4.2/9.8 50 . 75/1.0/2.0 RADIUS 5' 1 o· 12' 15' 5' 10' 12' 15' 4'X15' 4'X30' 1 '-3' 30'/34'/42' 31 '/40'/46' 34'/42'/49' 38'/43'/50' 22.5'/25.5'/31.5' DA CONTROLLER RAINBIRD-ESP-40MC-SS W/ UNIK RAIN SHUT-OFF DEVICE & RAI~ CHECK s REMOTE CONTROL VALVE RAINBIRD-PEA-PRS-B-NP-HAN OM POTABLE WATER METER CLASS 200 2 1 /2" PVC (NON PRESSURE POTABLE WATER) -• -CLASS 315 2 1/2" PVC (PRESSURE POTABLE WATER) ------CLASS 200 RECYCLED WATER PVC PIPE 3/4" -3" LATERAL LINE ----CLASS 315 RECYCLED WATER PVC PIPE = = = = = PVC CONTROL SLEEVE; SLEEVES TO BE AS FOLLOWS: FOR MAINLINE, WIRING, & LATERALS UNDER VEHICLE PAVING: SHALL BE PVC SCHEDULE 80 W/30" COVER FOR MAINLINE & WIRING UNDER PEDESTRIAN PAVING: SHALL BE PVC SCH. 40 W/24" COVER FOR 3" & LARGER PIPE FOR MAINLINE & WIRING UNDER PEDESTRIAN PAVING: SHALL BE PVC SCH. 40 W/18" COVER FOR 2.5" & LARGER PIPE FOR MAINLINE, WIRING, & LATERALS UNDER PEDESTRIAN PAVING: SHALL BE PVC SCHEDULE 40 W/12" COVER LATERAL LINE SIZE MAIN LINE SIZE SLEEVE SIZE NOTES: • INSTALL POP-UPS W/ IN 10' OF ALL PEDESTRIAN USES. • INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. • LOCATE ALL MAINS OUTSIDE R.O.W. EXCEPT AT BRIDGE. • SLOPE IRRIGATION DONE BY OTHERS • MAINLINE / LATERAL LINES SHALL BE STRAPPED UNDER BRIDGE • ENGINEERING DEPARTMENT MUST APPROVE LOCATION & ATTACHMENT AT BRIDGE. z j a. z 0 -I- <( c., -a::: a::: - L-702 1------+--+-----------l----l---+--l--~ [SHEEll CI y OF CARLSBAD I SHEETS I L.....!.U PLANNING DEPARTMENT 25 1 ______________ 1 ___ -:--:--::----:::-;--;-:-,-~:;-----j__ _ _J_ _ _J_ ____________ .....L_J _ _J __ j___J LANDSCAPE PLANS FOB; APPROVED FDR PLANTING "AS BUILT" CARLSBAD I RACT 92-08 MODEL COMPLEX & MAIN ENTRY AND IRR JG AT ION ONLY; 1---------,1-----+-----------+---+--l-------+----I CT 92-08 GREEN VALLEY -PHASE 1 INCLUDING PRECISE LOCATION OF PLANTING AREAS, RCE __ EXP __ _ REVIEIJED BY• INSPECTOR ---- DATE DATE 1--::D,.,.,ATE=-l-:-:1N""ITI""AL-+--------------+--DA-TE--+-INI-TIA-L +-D-ATE-1--IN-ITI-AL------1 DWN BY: --PROJECT NO. I DRAWING NO. REVISION DESCRIPTION f----'---+--~--t CHKD BY:__ CT 92~08 349~3P ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVIJD BY1 G) JUNCTION BOX = .• , .. ~.0()0~0 O o• o 0-oo. =---,,..,....,...A, • C).:,·ao· "o.., "o 8' -0" • r,:;-,, 120 VOLT ELECTRIC CONDUIT ANO SERVICE f'5' FINISH SURFACE OF GARAGE \V BY ELECTRIC CONTRACTOR. FINAL HOOK \.V UP BY IRRIGATION CONTRACTOR 0 BOX ENCLOSURE 0 KEY LOCKS 0 PVC CONDUIT TO CONCEAL LOW VOLTAGE WIRING WHERE EXPOSED ABr:NF. GRADE AUTO. CONTROLLER SCALE: N.T.S. C0IT-112 1 18' MIN :5 3 4 J_ £' MIN. CLR, LEGEND 0 t l SET VALVE BOX FLUSH \JITH ADJACENT PAVEMENT, \JHERE APPLICABLE, 2 ROUND 10' PLASTIC VALVE BOX, \JITH LOCKING COVER MARKED 'IRRIGATION'. INSTALL PURPLE VALVE BOXES FDR RECYCLED \JATER, 3 l' ABOVE FINISH GRADE IN TURF, 2' IN SHRUB 8. GR□UNDC□VER AREAS, 4 FINISH GRADE, 8 2' CRUSHED ROCK, MINIMUM 8' DEPTH, :5 TRUE UNION PVC BALL VALVE. 9 S□LVENT-\JELD UNION TD PIPE <TYPICAL), 6 PVC MAINLINE PIPE, 7 COMMON BRICK (2 REQUIRED), GATE VALVE SCALE: N.T.S. 2 I-GATE 2 LEGEND 1 24" SQ. MIN. PCC THRUST BLOCK AGAINST UNDlsnJRBED OR COMPACTED SOIL AT EVERY HORIZONTAL OR VERTICLE CHANGE OF DIRECTION 2 COMPACTED SUBGRADED OR UNDISTURBED SOIL 3 PVC PRESSURE LINES PCC THRUST BLOCK 9 SCALE, N, T, S, ]-THRUST L -750 D LEGEND D DEPTH KEY 0 PAVING SURFACE @ E'ARTH SURFACE/FINISH GRADE SITE SOIL SAND BACKFILL SLEEVED LATIERAL LINE @ FINE BACKFILL, 2• UNDER &: OVER PIPE (j) SLEEVED MAINLINE @ CONTROL WIRES OR COMMUNICATION CABLE IN CONDUIT 9. COMMUNICATION CABLE IN CONDUIT MAINLINE TAPE CONTROL WIRES TO MAINLINE EVERY 1 O' LATERAL LINE 13 FINE (1/2" MAXIMUM DIA.) GRANULAR BACKFILL NOTIES A. B. c. LATIERAL LINE IN PLANTING AREA TRENCHES SHALL BE WIDE ENOUGH TO ALLOW 4" MIN. HORIZONTAL CLEARANCE BElWEEN PARALLEL PIPES. SNAKE PLASTIC PIPES FROM SIDE TO SIDE WITHIN TRENCH TO ALLOW FOR MOVEMENT. TIE A 20" LOOP IN ALL WIRING AT CHANGES OF DIRECTION. UNTIE PRIOR TO BACKFIWNG TRENCHES. TRENCH DEPTH LINE SPACING SCALE: N.T.S. SIPE VIEW TOP VIEW LEGEND • I, I-TRENCH L-750 ,.. ... ] 8 7 1 ROUND 9' GREEN PLASTIC VAL VE BOX, \JITH COVER MARKED 'IR RIGA TI□N' J INSTALL PURPLE VALVE BOXES FOR RECYCLED \JATER, 2 FINISH GRADE. 3 QUICK COUPLING VAL VE. 4 1/2' CRUSHED ROCK, 6' DEPTH, MINIMUM, 5 SCHEDULE 80 PVC TB£ NIPPLE (LENGTH AS REQUIRED), 6 SCHEDULE 80 PVC 90 DEGREE STREET ELL, 7 MAIN LINE PIPING, 8 MAIN LINE FITTING, 9 SCHEDULE 80 PVC TBE NIPPLE -6' LENGTH. 10 SCHEDULE 80 PVC 90 DEGREE T x T ELL. 11 STAINLESS STEEL CLAMP, 2 REQUIRED, 12 114 x 24' REBAR STAKE, SECURE AT QUICK COUPLER 8. NIPPLE RISER. 13 CURB CR \JALK. NOTE• IF USED AT RECLAIMED \JATER LOCATION, QUICK COUPLER VALVE SHALL BE CF A TYPE APPROVED FOR RECYCLED \JATER USE, QUICK COUPLING VALVE 6 SCALE: N.T.S. I-QUICK L-750 WATER NOTES: LEGEND I I I 0) RED BRASS 90 DEG. ELL (TYP.) ~ @ RED BRASS UNION, LINE SIZE. I @ REDUCED PRESSURE BACKFLOW --==--rr'--rftn--m-MTr-r-n-"TTT"-rrH-rlnl-r-r PREVENTER PER PLAN. © RED BRASS NIPPLE-4" MIN., TYP. (AS REQUIRED). @ FINISH GRADE OR CONCRETE PAD. @ RED BRASS NIPPLE TYP. WRAP ALL PIPE BELOW 0 SOIL LINE. 7 (Z) RED BRASS MAINLINE PIPE. .tlllIEli @RED BRASS MALE ADAPTER. 1· ~STC66A['Ag~b~gwA~~~~~ ~P:~~~~~~ @ 12" X 12" X 12" CONCRETE VERIFY LOCAL REQUIREMENTS PRIOR THRUST BLOCK (TYP.). TO INSTALLATION. ® ~Z~T 'X~TEfEQMu~~-2. INSTALL BACKFLow PREVENTER SQUARE w; • HARDSCAPE ELEMENIT. 0 BRONZE BODIED WYE STRAINER W/ 100 MESH MONEL SCREEN. @ CHAMPION "HB" HOSE BIB WITH CHAMPION "HVB-111 • HOSE BIB VACUUM BREAKER. @ HINGED, LOCKING, EXPANDED METAL BACKFLOW ENCLOSURE (LEMEUR OR EQUAL). 3• MIN. CLEARANCE BETWEEN ENCLOSURE AND BACKFLOW ASSEMBLY. 9 CONCRETE PAD FOR ENCLOSURE, PER MANUFACTURER'S SPECIFICATIONS. @ INSTALL PER CMWD STD. DRAWING (IW-20 BACKFLOW PREVENTER SCALE: N.T.S. LEGEND CD FINISH GRADE IN TURF AREAS ® PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND STATION # ONTO LID. INSTALL PURPLE VALVE BOX FOR RECYCLED WATER SYSTEMS. @ FINISHED GRADE IN SHRUB AREAS @ 24 • WIRE LOOP @ VALVE ID TAG mill'" , @ PVC THD. ELL SCH 80 PVC (?_) CONTROL VALVE ffiffic....:ft ~..r2 @ SCH 80 PVC NIPPLE TYP n.____ -,-11---.ri::::h.-.llr @ BRICK SUPPORTS ~ @ IRRIGATION MAINLINE QY 3/4" CRUSHED GRAVEL TWO CUBIC FEET @ LANDSCAPE FABRIC @ LATERAL G FEMALE ADAP. SCH. 80 PVC @ SCH. 80 UNION REMOTE CONTROL VALVE SCALE: N.T.S. IDET-03 □- 1-RCVG .. '° LEGEND 1 BUBBLER/EMITTER, SEE PLANS, 2 THREAD ADAPTER 1/2' FPT x 10-32• (RAINBIRD 10-32A), 3 1/2' PVC SCHEDULE BO RISER, LENGTH AS REQUIRED. 4 MULCH, SEE PLANS, 5 FINISH GRADE. 6 SITE SOIL 7 PVC LATERAL LINE, SEE PLANS 8 PVC SCHEDULE 40 TEE DR ELL. 9 INSTALL 6' FR □M FACE OF BUILDING, \JALLS 8. FENCES 10 MARLEX 90• STREET ELL BUBBLER ON RISER SCALE: N.T.S. POP-UP SPRAY HEAD. FINISH GRADE. PLAN I-BUBBLES l SECTION PVC SCH. 80 NIPPLE -4" MIN. LENGTIH. ~l!filmlfl~Et~~~ PVC SCH. 80 NIPPLE -6" LONG. ' 11: LATERAL LINE PIPE AND FITTING. MARLEX 90 DEG. STIREET ELL PVC TXT 90 DEG. ELL WALK , CURB OR DRIVEWAY INSTALL SPRAY HEAD 18" AWAY FROM CURB IN SHRUB AREAS, 3• FROM WALK IN TURF AREAS, AND 18" FROM WINDOWS & STIREET CURBS. NOTE: 1. USE TEFLON TAPE ON ALL MALE PIPE THREADS 2. PCS SCREENS TO BE USE TO PREVENT POSSIBLE OVER-SPRAY POP UP TURF SHRUB HEAD SCALE: N.T.S. CDET-11 1 L-750 8 2 L-750 OLIVENHAIN MUNICIPAL WATER DISTRICT 9. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PA~LLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, DATED MARCH, 1997 WITH REVISIONS. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24-48 HOURS IN ADVANCE OF WORK. 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48"-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHAL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 6. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. NO SHUT-DOWNS WILL BE SCHEDULED ON A FRIDAY. 7. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT-OF-WAY WHENEVER POSSIBLE. 8. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LmER OF TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. OR UTILITIES WITHIN 10-FEET OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. 10. ALL WATER SERVICES FOR IRRICATION, MULTIPLE RESIDENTIAL COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 11. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 12. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVID'E WRITTEN DEMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 13. ALL DEFLECTION (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4• 14. PIPELINGS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN PARAGRAPH 3.06 OF THAT SPECIFICATION SECTION. 15. METER BOXES FOR 2-INCH SERVICES OR SMALLER SHALL BE FIBERGLASS REINFORCED POLYMER CONCRETE (RPC) MANUFACTURED BY ARMORCAST PRODUCTS COMPANY, CDR SYSTEMS CORPORATION, OR APPROVED EQUAL. METER BOX SIZE SHALL BE 17"X30". 16. WATER SERVICE TO BE BUILT TO WITHIN 5' OF BUILDINGS. (.) ...J ...J -Vl I.LI I-~ '° z CY I'") ::, 0 CX) :::E N :::E w 0, o oc) (.) VJ r., I.LI z z" I.&.. zo -CY I-...J O CY w (!) ::i; :::l Z O:::, -OLL ::, 00 z I-z 0 (.) en en ' 0 N ' 1'!0 .!;- (/) ....I -<( 1-w 0 z 0 - - 0 Loi I-0 z ~~ z ;:j <( c.!Ju <ci E-t <( oo Bl 0 ii! u <( u :s 0 0 . ..,a, t; N ii L-750 MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. fsHml CITY OF CARLSBAD ~===~~===~==========================:t====t===:t===jt===:: ~ PLANNING DEPARTMENT APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" ---- RCE EXP, DATE REVIE'JED BY• INSPECTOR DATE l----+---+---------------1---1---1-----1'-----' LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 MODEL COMPLEX & MAIN ENTRY f---+---+-------------+---+----+-----lf---1 CT 92-08 GREE VALLEY -PHASE 1 APPROVED: s~/1:.-t!J I DATE DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. I DRAWING NO. RE'v1SION DESCRIPTION CHKD BY: CT 92-08 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV\JD BY, 349-3P I 5 FIC PUM 15 GAL O PALMS 30 PAR TRI 15 GAL. 0 4 COURT I I I 3 SYR ROM 8TH NOTED LAG IN 36 BOX LIMIT-OF-WORK ----1 FtlT"lJfID-------------------36 BOX llP-TIP-----------------------=~36!:;...!.B!!:.O_X _ _J 5 SYR ROM BTH NOTED 5 LAG IN 36 BOX 2 SYR BTH D 1 PIT UN 24 BOX PIT UND 24 BOX ------ 13 BO SAN 15 GALO 2 EVENLY SPACED PER FENCE SECTION 4 SYR R 8TH NO '-D EMPORARY PARKING LDT 1 PIT UN 24 BOX 3 STR NIC 24 BOX 2 STR NI 24 BOX TEMPORARY SALES TRAILER LAG IND 36 BOX SYR ROM BTH NOTED I : I I l 1 P ACE 48 BOX PAR TRI a -- , / 5 CIN CAM 32 BOU SAN 24 BOX 5 SYR ROM 8TH NOTED 4 LAG IND 24 BOX 15 GAL.@15 O.C. 7 LAG IN 36 BOX 46 BOU SAN 15 GAL O 4 O.C. 7 SYR ROM BTH NOTED --------------- ------------- I TREE LEGEND PALMS PHO OAC SYR ROM SPECIMEN TREES MAG GRA BOTANICAL NAME Clnnomomum comphora Logeratroemlo lndlca Plotanu1 ocerlfolkl 'Bloodgood' llpuona tlpu Phoenix doct)flfera Syugrus romonzofflonum Magnolkl grandlftora VISUAL BUFFfR TREES PIT UND Plttoeporum un!lllotum FLOWERING ACCENT TREES BAU BLA STR NIC VINES. ESPALIERS FIC PUM BOU SAN PAR 'TRI NOTES: Bouhlnla blakeano Strelltzla nlcolal Flcue pumHo Bougolnvlllea 'San Diego Red' Porthenocl11Us trlcuspldoto COMMON NAME QTY. Clmphor Tree 5 Crape M)rtle 23 London Plane Tree 3 llpu Tree 5 Dote Palm 20 Queen Palm :52 Southern Magnollo 1 Victorian Box 14 Hong Kong Orchid Tm 2 Giant Bird of Parodln 5 Creeping Fig 5 Son Diego Red Bougoln'lllea 98 Bosten Ivy 29 1. REFER TO SHEET L-700 FOR GENERAL Pt.ANTING NOTES. 2. REFER TO SHEET L-95O FOR PLANTING DETAILS SIZE 24" BOX 24" BOX 24" BOX 24" BOX BTH NOlED BTH NOlED 24" BOX 24" BOX 24" BOX 24" BOX 15 GAL 15 GAL 15 GAL J. ALL SOFTSCAPE AREAS, OTHER THAN ,:URF WITHIN THE BOUNDARIES OF THIS CONTRACT AREA ARE TO RECEIVE A J DEEP LA YER OF BARK MULCH AS SPEC/RED. 4. 15 GAL. TREES SHALL BE SINGLE STAKED 5. 24" BOX OR GREATER TREES SHALL BE DOUBLE STAKED u ...J ...J • (/) w I-w -> u'") z 0::: I") :::, 0 CX) ::E N ::E w a, 0 0(3 u (/) Cl W Zz i.... zo -Cl:: f-...J O Cl:: w <.!) :;:;; :::l Z O::) -0 L&.. :::, IX) z I-z 0 u w z -> z ~< C!Ju <ci' E-4< 00 ~ 0 ii! U< u :s oz Z<C <( __J a.. w w c::: I- L-801 i-----;-------t-----------+----+----+-------.je-------l f"sHEE17 CITY OF CARLSBAD I SHEETS I L.±_Q__j PLANNING DEPARTMENT 25 LANDSCAPE ?LANS FOB; APPROVED FDR PLANTING AND IRRIGATION □NL YJ INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS BUILT" 1----+--1---------------11----------1-----1---i---1 CAR LS BAD I RACT 9 2-08 i------i--------,c-------------+----+----+----+-----1 MODEL COMPLEX & MAIN ENTRY RCE __ _ EXP, __ _ REVIE'wED BY, INSPECTOR 1-----+--+--------------I------I------I----I----I CT 92-08 GREEN VALLEY -PHASE 1 ---- DATE t--;D::-;-ATE,;;,-1,1;:;;,Nlll;;-;A:;--L t--------------+-,-,-,=--1--------1---l-----l DWN BY: --,__DA_TE~_IN_ITl_AL__,___DA_TE~_IN_ITl_AL__, CHKD BY: __ --D-A-TE--ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV'wD BY PROJECT NO. CT 92-08 I DRAWING NO. . 349-3P 5 PHO DAC 30 BTH 10 BOU SAN 15 GAL. VINES @ PALMS (2 PER TREE) ~ ~ 0 ~ I l.J... 0 I I- ~ I _J I ! I I I I ! I I I I I ! I I I I I I i I : I -_ '!,A!,c_tf !:,f ~E-REF"ER TO SHEE --801 :t I_ I ! f _____ j l ..• I --,.,,. TCHL/Nf / II ir=ir-Td"' A°6'JA"c"'~,!!qrR t.rv I PLAN-- I I I I I I I I i I I I ! I I I I l ! I I --·1 ' i ---- 5 PHO DAC 30 8TH 10 BOU SAN 15 GAL. VINES 0 PALMS (2 PER TREE) ------- ------------------ -- . II --I l --, .. , .... - / j I I ) I i I ! ~ I - I 1 ! I I __ _,_ ! ;---- / /1 I I / / I TREE LEGEND KEY BOTANICAL NAME S1RE£T 1REES CIN CAM Clnnamomum camphara LAG IND Lagerstroernlo lndlco PLA ACE Ptatonu1 acllffolla 'Bloodgood' TIP TIP llpuona tlpu e&.M.S PHO OAC Phoenix doct)llfera SYR R<ltl Syagru1 romanzofffanum SPECIMEfi. TREES MAG GRA Magnolla grondlflara VISUAL Bll.ill.'8. '[B_EES PIT UNO Pttt01parum undulatum FLQWERING ~CCEtJ.I mm BAU BLA Bouhlnla blakeono i:~~ ]_§,§1,j.<: ] );'. ~ _,:c ~t ~ _t§-j ~ !lo~~ :ll1:3 "'-"t; e:-:,.c: ::, 0 ~.,"' "~'g.S~"'-:6 ~"'~ COMMON NAME QTY. SIZE ~;il~ :]~~ ;]; "oii}""O"'"': ">"!'; ~; ~j'~~ ~ u -~ ~ ~[ 5] ! ~:'°.1d :f§ ~ ~ (i °' u,;, "'.-<= C •~ g :,.; c, O ~ l •~ n L' ,2 • cc Camphor Tree 5 24" BOX ~":5""§ o..O"·.s?~" i;;i,; 1'i~~io,,~-;,"'-,e'i => +i •2 "'·'og;,;·, Crape M}rtle 23 24" BOX J:i:~~tt~ ~~~ER 11 London Plane Tree 3 24" BOX llpu Tree 5 24" BOX i~ ii~ ... Dote Poon 20 Blli NOlED ~ .. .£ Queen Palm 32 Blli NOlED j ·eci I> 0 IC 0. .. Cll ........ Southam Magnollo 1 24" BOX i f;l .i ~ 'd u "' ~ ~ .. (!, • i! Victorian Box 14 24" BOX 1-t ,~ I>~ 0 A ~ 0 Hong Kong Orchid Tree 2 24" BOX ~="' QC\l ,; II SlR NIC Strelltzla nlcolol Giant Bird of Porodlee 5 24" BOX -~"'ai ~ a1 ~ ::, ..cl "' VINES., ESEALIE/3.S ol! i ii .. I --- -- .., I I 10 BOU SAN // --- 15 GAL VINES PALMS (2 PER TREE) l..--f-.-.11., 'J../i,-,4 I 1/ /,, I //' ...... --:-,., Lo_,17 _.., 2; OF-w ..., ORk.., APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I // -- // I I // I I I i1 ., ., I I \ -----------.., .., ., ... "AS BUILT" ---- RCE __ _ EXP. __ _ DATE REVIE'wED BY, INSPECTOR DATE ---------- 5 PHO DAC 30 8TH 10 BOU SAN - 15 GAL. VINES 0 PALMS (2 PER TREE) --- ~ FlC PUM Flcu■ pumHo Creeping Fig BOU SAN Bougalnvllleo 'San Diego Red' Son Diego Red Bougalnvllea PAR TRI Parthenoclnus trlcuapldato Boeton Ivy NOTES: t. REF£R TO SHEET L-700 FOR GENERAL PLANTTNG NOTES. 2. REFER TO SHEET L-950 FOR PLANTING DETAILS 5 15 GAL 98 15 GAL 29 15 GAL J. ALL SOFTSCAPE AREAS, OTHER THAN 7URF WITHIN THE BOUNDARIES OF THIS CONTRACT AREA ARE TO RECEIVE A J" DEEP LA YER OF BARK MULCH AS SPECIFIED. 4. 15 GAL. TREES SHALL BE SINGLE STAKED 5. 24" BOX OR GREATER TREES SHALL BE DOUBLE STAKED u ..J ..J • II) w ~w ->,o z a::: "1 :::, Cl 00 :::::E N :::::E w 0) 0 0 Z5 u (/) w I.&.. :::i (!) z :::, z I-z 0 u (.!) z . _z zo a::: I-0 a::: ::::. ~ ...I 0 ::J 0 LL 00 La.J z - rfo -~o ~~ .. -II, <ci E-4 < en~ 0 ...I u~ u j >z ~<( _J La.J a.. La.J e::: I- L-802 l-----+--+-----------1----l------l.----+-----I fsHml CITY OF CARLSBAD I SHEETS I ~ PLANNING DEPARTMENT 25 LANDSCAPE PLANS FO~ CARLSBAD 1RACT 92-08 MODEL COMPLEX & MAIN ENTRY l----+--+--------------1------l------1---+---l CT 92-08 GRtEN VALLEY -PHASE 1 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: --PROJECT NO. I DRAWING NO. 2~~D 8l~,--c__C_T_9_2_-_0_8 _ __J_ 349-3P 11 207 206 COURT \ \ I I I I I I I I /'\ 0 I I 2 I I 4 96 ROS NOA 5 GAL 9 XYL COM 5 GAL BU JAP 5 AL 30 RS 5 46 PHO TEN 15 GAL 40 PIT WH 15 GAL ---------------- 64 RHA JAC 15 GAL 11 GER MAR 5 GAL • • • ... ... ... ... . ... • 2B ROS 5 GAL 4 STR RE 5 GAL LIMIT-OF-WORK ---- 90 BUX JAP 5 GAL _!4 STR RE 15 GAL 2B RHA JAQ> 15 GAL 27 HEM HY8 5 GAL • ... ... ... ... • • • • • • • ... ... ... ... • • • ... ... ... ... • • • • • • • • • -- ------- --- • • , TEMPORARY PARKING LDT I POT 'A' REFER TO LEGEND • • • • • • TEMPORARY SALES TRAILER () I. • j" I I I I I • I I • f I I I 159 DIE VEG 5 GAL ,....::,.L POT 'A' REFER TO LEGEND ---~ ---- ANNUAL COLORS c:, 11 PfrWHE 15 GAL 228 RHA PIN 5 GAL 11 ROS NOA 5 GAL 75 PIT WHE 15 GAL I I I I . ·_I. I I • • • • • • • • • • • • • 25 6B 120 ( 22 116 APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS BUILT" RCE __ _ EXP. ___ _ REVIEw'ED BY, INSPECTOR • 70 PIT WHE 5 GAL RHA JAC 15 GAL. ANNUAL COLORS HIBISCUS BUX AP 5 GAL BUX JAfJ 5 GAL RHA PIN 5 GAL ROS NOA 5 GAL PIT WHE 15 GAL SHRUB LE:GE:ND SYMBOL BOTANICAL NAME 0 AGA QUE ~ AGA All @ ANI FLA 0 ASP MEY 0 BUX JPN ® CAM SAS G DIE VEG 0 ESC FRA @ GER MAR @) HEM HYB EB ILE COR 0 PHO TEN @) PIT WHE 0 RHA,J,c, (}) RHA PIN 0 ROS NOA (r) SAL CHA 0 STR REG @ TIB PRI ® XYL COM e XYL CON SYMBOL - I I I 111111111111111 .. 111111111111111 I II • • • • • • • • . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • NOTES: Agapanthue 'Queen AM' Agave attenuatta Anlgozonlhos IIOllidus Asparogue denslflorus 'Meyer!' Buxua microphyllo jopcnico "Green Beou1y" Camelfia eosonqua Dieles vegela Escollonio lrodesll Geranium 'Martha Washington' Homorocollis Hybrid llox Comuto 'Rotunda' Phormium lonax 'Sundowner' Plttospcrum lobiro 'Wheeler'• Dwarf' Rhaphlolopls lndlco 'Jock Evan' Rhaphiolopis lndlca 'Pinkie' Roso x flower carpet 'Nootroum' Salvio chamaedryoidn Strelllzia reginae libauchina semi decantro'Princese Flower' Xyloama Congestum 'Compactum' Xyloama Congestum BOTANICAL NAME Lantana 'Confetti' Annual Color Bougainvillea 'Rosenka' Trochelospermum Josmlnoldea SODDED nJRF Myaporum 'Pacific Coast' HIBISCUS ROSA-SINENSIS 'WHITE WINGS' COMMON NAME SIZE QUANTITY Queen Ann Agapanthus 5 Gal. 1(111 NJOV9 15 Gal. 45 Kangaroo Paw S Gal. 87 Myer's Asparagus ll Gal. Japanese Boxwood 15 Gal. 473 Camellia 5 Gal. 2!5 Fortnight LIiy 5 Gal. 1511 Eacallonia 15 Gal. 38 Martha Washington Geranium 5 Gal. 5 Daytily & Gal. 28 Wilaon Holly 15 Gal. 5 Sundowner Flax 15 Gal. 83 Wheeler's Dwarf 15 Gal. 400 Jack Evan's Hawthorne 15 Gal, 231 Pinkie 5 Gal. 898 Nootroum Rose Shrub 5 Gal. 802 Sage 5 Gal. 22 Bird of Paradise 15 Gal. 104 Prfncese Flower 15 Gal, 4 Dwarf Xylosmo 15 Gal. 29 Shiny Xyloamo 15 Gal. 18 COMMON NAME COMMENTS Confottl Lantana 4" POTS O 8" O.C. To be seleclod 4" POTS O II" O.C. Roeenka Baugalnvlllea 1 GAL O 18" O.C. Star Jasmine 1 GAL O 12" O.C. MARAlHON HE FROM SOD Pacfflc Caosl Myoporum 1 GAL O 4' O.C. 1 GAL O 4' O.C. 1. REFER TO SHffT L-700 FOR GE:NE:RAL PLANTING NOTE:S AND DETAILS. 2. REFER TO SHffT L-750 FOR PLANTING OETAILS. J. ALL SOF1SCAPE AREAS, OTHE:R THAN TURF WITHIN THE: BOUNDARIE:S OF THIS CONTRACT AR£A AR£ TO R£C£/\lf A J" DffP LA YER OF BARK MULCH AS SPECIF1£D. 4. SUBMIT MULCH SAMPLE: TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK D£L/\lfRY TO SITE:. 5. ALL XYLOSMA CONGESTUM Pt.ANTS SHALL 8£ PLANTE:D A MINIMUM OF 7' DISTANCE FROM PEDESTRIAN PATHWA~ POTTED PLANTS POT A BOTANICAL NAME Cycas revaluta Bougainvillea broziliensla 'San Diego Red' COMMON NAME Saga Palm Bougainvillea QTY. SIZE SPACING 1-15 gallon O center 8-1 gal. on perimeter (.) ....J ....J • (/) L,J I-~ I() z 0::: l"'J ~ 0 IX) ~ N ~ W Ol 0 ~ c'.5 <ci (.) t, E-t < z -00 ~ L,J _z LL zo 0 iii ::J 0::: I-0 0::: U< ~~ 0 c., _J :s z 0 ::J ~ 0 LL IX) z I-z 0 (.) 0:: w > 0 u Cl z ::) oz 0:: <:( C)_J a... ad CD ::) 0:: I (/) a, 8 a, ' • . 0 0 ,...a, N N I~ ' ~~ le 0 i!i- L-901 l-----+--+------------+--+------l----1---l !SHEEll CI y OF CARLSBAD I SHEETS I ~ PLANNING DEPARTMENT 25 DATE DATE INITIAL DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPI;: .fLANS FOR: CARL~BAD TRACT 92-08 MODEL COMPLEX & MAIN ENTRY CT 92-0B GREEN VALLEY PHASE 1 DWN BY: ---PROJECT NO. DRAWING NO. 2~~n 8:v,--CT 92-08 349-3P -- -- ~ a::: 0 3 I La.. 0 I 1- :::!E ....J 113 RHA PIN 5 GAL. ... __ _ I I I ---- I -;:;; 1--w w fE (/) ~ z ~ w _j ,---- lw 11g I I~ ! I I ~f I I ~ a::: 0 3 I La.. 0 I 1- :::!E ....J ---4 I ---- 15 GAL. 10 PIT WH 15 GAL. 33 ANI 5 GAL. 1 CHA 5 GAL. -40 /JSP MEY 5 GAL. 13 AGA ATT 15 GAL. ------------ -- I ... ___ l ' ----~'""---:-TCHL/Nt-RE:rt ~"~C'Dlr ""DI I I I ---7 ' ---- I --" c,; 142 RHA PIN 5 GAL h.:!-~T 'A' REFER LEGEND fJ £t) 9 POT 'A' REFER TO LEGEND 5 --f!: 0: AGA ATT <.> 15 GAL. "[{J l.£J ANNUAL COLOR .J_ ANNU COLOR --.. APPROVED FDR PLANTING AND IRRIGATION □NL Y J INCLUDING PRECISE LOCATION OF PLANTING AREAS, 147 RHA PIN 5 GAL. 13 PIT WHE 15 GAL. 9 AGA ATT 15 GAL. 34 ANI FLA 5 GAL. 11 SAL CHA 5 GAL. 13 AGA ATT 15 GAL 41 ASP MEY 5 GAL. II AS BUILT" RCE __ _ EXP ___ _ REVIEWED BY• INSPECTOR DATE DATE SHRUB LE:GE:ND SYMBOL BOTANICAL NAME 0 NJA QUE ©l NJA ATT © ANI FlA @ ASP MEY 0 BUX JPN ® CAM~ 0 DIE VEG 0 ESC FRA @ GER MAR @ HEM HYB EB IL£ COR ® PHO TEN © PIT WHE 0 RHA JAC (/) RHA PIN 0 ROS NOA 6? SAL CHA 0 STR REG @ 11B PRI ® XYl COM 0 XYl CON SYMBOL - 111111111111111 I II - I I I 111111111111111 . . . . . . ... • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • · 'J, · . ,'1. · I· ·I· J, ·l:/1:J, ·I· ·I· ·I .·,:.;-:,.-,·/·,·.l,·1:-'·./•:·/ I· ·I· ·I• ·l:1 1•1· ·I . ·I· 'l.·1· 1:,. ,'1. ·I· ' . . . . . . Agaponthue 'Queen linn' A;ave attenuatta Anlgazonthaa flavldu1 Asparagu■ denelflaru1 'Meyer!' Buxu■ micraphyllo Japonlco "Green Beallty" Camellia ■aaanqua Dietes vegeto E■callonlo fradnlt Geranium 'Martha Wolhlngton' Hemeroealli1 Hybrid llex Comuta 'Rotunda' Phormlum tenox 'Sundownll" Pitta■porum toblra 'Wh11ler'1 Dwarf' Rhaphiolepil lndlca 'Jock EWJn' Rhaphiolepil lndlca 'Pinkie' Roaa x flower carpet 'Noatroum' SaMa chamaedryoidee Strelltzfo reglnae Tibouchlna uml decontra'Princea Flower' Xyloema Congutum 'Compoctum' Xyloema Congutum BOTANICAL NAME Lantana 'Confetti' Annual Color Bougalnvlllea 'Raaenka' Trachllaapem,um jasmlnold• SODDED TURF Myoporum 'Pacific Coast' -HIBISCUS RDSA-SINENSIS 'WHITE WINGS' NOTfS: COMMON NAME SIZE QUANTITY Queen Mn Agaponthu1 5 Gal. 108 Al,jOYII 15 Gal. 45 Kangaroo Pow 5 Gal. ,n Myer'• Alporagua 6 Gal. Japan111 Boxwood 15 Gal. 473 Camellia 5 Gal. 25 Fortnight LIiy ii Gal. 155 E■collonla 15 Gal. J8 Martha Washington Geranium 5 Gal. 5 Doyllly 5 Gal. 28 Wilson HoRy 15 Gal. 5 Sundowner Flax 15 Gal 113 Wheeler's Dwarf 15 Gal 400 Jack EWJn's Hawthorne 15 Gal. 231 Pinkie 5 Gal. 898 Naotroum ROH Shrub S Gal. 802 Sage 5 Gal. 22 Bird af Paradlee 15 Gal. 104 Princea Flower 15 Gal. 4 Dwarf Xyloama 15 Gal. 29 Shiny Xytosmo 15 Gal. 18 COMMON NAME COMMENTS Confetti Lantana 4' POTS O 8" O.C. To be ulected 4• POTS O 8" O.C. RoNlllco Bougolnvlllea 1 GAL O 18" O.C. Star Jaemln• 11 GAL O 12• O.C. MARATHON IIE FROM SOD Pacific Coast Myoporum 1 GAL O 4' O.C. I 11 GAL O 4' O.C. 1. RfF£R 10 SH£ET L-700 FOR GENERAL PLAN11NG N07rS AND DETAR..S. 2. RfffR TO SHEET L-750 FOR PLAN11NG DETAILS. J. ALL SO,: /SCAPE" AREAS. OTHfR THAN nJRF WITHIN THE: BOUNDAR/fS OF THIS CONTRACT AREA ARt TO RECEIVE: A J" DEEP LA YE:R OF BARK WI.CH AS SPECIF/ED. 4. SUBMIT MULCH SAl,fPf£ TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO SITE. 5. ALL Xlt.OSMA CONGESTIJl,f PLANTS SHALL 8E PLANTED A 1,f/N/1,fLJl,f OF 7' DISTANCE: f'RIJl,f PEDESTRIAN PA !HWA YS. POTTED PLANTS POT A BOTANICAL NAME Cyccs revoluto ~ougoinvillea broziliensis San Diego Red' COMMON NAME Sago Palm Bougainvillea QTY. SIZE SPACING 1-15 gallon O center 8-1 gal. on perimeter u ....I ....I • Vl L,J I- z ::::, ::E ::E 0 u L,J La. :J (!) z ::::, z I-z 0 u LiJ z > 1/) a:: r') ~ <( D IX) N LiJ a, C.,u D <( <ci (/) u c., E--t <( z . 00 e:l _z zo Cl:'. I-0 et:: 0 ii! :::i, ~ t..) <( ...J :s 0 ::::> 0 LL 00 .. WO::: ~w >> 0 .. u cno ::> z a::: ::> :::c 0 V> a::: c., u L-902 fsHml CITY OF CARLSBAD I SHEETS I 1-----l----+----------------l------l----l-----l------l ~ PLANNING DEPARlMENT 25 ~:::::::.:======::::::::::::::=========~===: LAN~~AR1SL~l5o0,RACT 92-08 MODEL COMPLEX & MAIN ENTRY CT 92-0B GRE VALLEY -PHASE 1 DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL D'M-J BY: ---PROJECT NO. DRAWING NO. CHKD BY:-~ CT 92-08 349-3P RV\JD BY, VINE ON WALL OR ROCKWORK ELEVATION N.T.S. NOTES: A SET VINE f,S CLOSE TO BACK SURFACE OF PIT f,S POSSIBLE. B. ALL VINES SHALL BE TIED TO SUPPORTING WALLS AND FENCING. CONTRACTOR SHALL SECURE VINES TO WALLS AND FENCES W/ PLASTIC NURSERY TAPE. C. ESPALIER VINE ONTO WALL/FENCE, TYPICAL. D. VINE CABLE SHALL BE STRUNG THROUGH EYE BOLTS AND CRIMPED ON TO ITSELF. VINE PLANTING BLOW-UP ROOTBALL VINE ON POST OR TRELLIS LEGEND CD VINE CABLE LINE BETWEEN EYE BOLTS @ FINISH GRADE @ NURSERY TAPE {±) STAINLESS STL. EYE BOLT WITH EXPANSION ANCHORS, 24 O.C. @) POST OR TRELLIS ® CONTAINER GROWN VINE OR ESPALIER REFER TO PLANS FOR SIZE & lYPE (j) SET TOP OF ROOTBALL 1" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. @ WATER Bt,SIN. 4• MIN. DEPTH AFTER WATERING BY HOSE @ MULCH LAYER @) PLANTING PIT @ FERTILZER TABLET @ AMENDED BACKFILL SOIL @ UNDISTURBED SOIL 5 2 x DIAMETER OF ROOTBALL SECTION SHRUB PLANTING SCALE, I' =I' -0' ~ PLANT SET TOP OF ROOTBALL 1" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. WATER BASIN. 4" MIN. DEPTH AFTER WA TERI NG BY HOSE. MULCH LAYER. --..__ UNDISTURBED SOIL. 3 PDET-02 I 1-, • _I I 12· TYP. NOTES: l~f Uf~Lflll~~N~?OTBALL DURING STAKE ALL PALMS WITH a· -o· CLEAR TRUNK OR GREATER. STAKE ON NON-SLOPE AREf,S ONLY. TIE FRONDS PRIOR TO RELOCATION. REMOVE TIES ON SCHEDULE APPROVED BY OWNER. 2" X 4" WOOD BLOCKING SEC!JRED TO TRUNK WITH COLLAR OF 1 WIDE METAL BANDING. 2• X 4 • WOOD BRACE ( 4 REQ'D SPACED EQUALLY AT 90 DEGREES AROUND PALM TRUNK) WATER Bt,SIN. WOOD STAKE FINISH GRADE. DEPTH VARIES FROM 36" OR LESS. TO BE APPROVED BY OWNERS AUTHORIZED REPRESENTATIVE . --..__ PALM ROOTBALL (SQUARE CUT) ...._ BACKFILL FOR PALMS PALM TREE PLANTING 1 SCALE, !' -1' -0' PDET-10 (.) ...I ...I -V) I.LI i== Lu -> It) z a:: t') :::, D IXl :::::E N :::::E Lu a, o □tS.--ci (.) ~ e:::: ,c( LLJZZ['/)~ i.... z o O -'o:: -a:: 1- ....1 0 ffi U -ci: f------------------------------.--------------------------~~--------------------------+-----------------------------lc,::E::Jju Z O ::::> -OI.J... :::, IX) SCALE, I'= 1' -0' PDET-08 SEE PLAN 1,----SET GROUND COVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED ~Tici~.9-s~~~5~E5N~lf ~D BED WOOD MULCH. • N GROUNDCOVER ON SLOPE 7 SCALE, N. T. S. PDET-18 • • ---=.-----.,;.x+-"----'---•--- \ \ /\ ALIGN LEGEND G) PLANT LOCATION @ EDGE OF PLANTER OR PAVING NOTE: SEE PLANTING PLAN FOR SPACING & MULCHING DIMENSIONS UP SLOPE PLAN TREE OR SHRUB. DOWN SLOPE ! ~--------TREE OR SHRUB. SECTION SET TOP OF ROOT BALL ABOVE ADJACENT GRADE Al',iD SLOPE FOR DRAINAGE. (3 ABOVE FOR 2 1 /2" CAL. OR LARGER. 1 " ABOV'c.)F CAL IS LESS THAN 2 1 2".J ~._----MULCH LAYER ___ FINISH GRADE. WATER Bt,SIN. 4" MIN. DEPTH AFTER WATERING BY HOSE. SLOPE TO DRAIN f,S INDICATED. EXISTING SLOPE. UNDISTURBED SOIL. FERTILIZER TABLETS BACKFILL SOIL 2 x DIAMETER OF ROOTBALL SECTION ,,--TREE ,--SET TOP OF ROOTBALL ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE ABOVE (3" FOR 2 1 /2" CALIPER OR LARGEl3i 1• ABOVE)F CALIPER IS LES::. THAN 2 1 2".). --WATER Bt,SIN. 4" MIN. DEPTH AFTER WATERING BY HOSE. ,--FINISH GRADE. --MULCH LAYER ....___ BACKFILL --FERTILIZER TABLET "'---UNDISTURBED SOIL. z 1-z 0 (.) (!) U1 ~_J 1--z<C <( 1- _J w a.. 0 TRIANGULAR GROUND SPACING 6 PLANTING ON SLOPE 4 TREE PLANTING 2 L-950 SCALE, N. T. S. PDET-07 SCALE, N. T. S. APPROVED FOR PLANTING AND IRRIGATION □NL Y J INCLUDING PRECISE LOCATION □F PLANTING AREAS, "AS BUILT" RC[ __ EXP, __ _ REVIEIJED BY• INSPECTOR DATE DATE PDET-04 SCALE, N. T. S. PDET-03 iSHEEl'l CITY OF CARLSBAD 1-----+----l---------------l-----+----l----+-----I ~ PLANNING DEPARlMENT l---+---1--------------1---+---1----l-----l 1----1-----1---------------1-----+---+--+---I LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 MODEL COMPLEX &: MAIN ENTRY 1----l-----1---------------1----+---+--+---I CT 92-08 GRE VALLEY -PHASE 1 PROJECT NO. CT 92-08 i--,.--+---+------------+--+---+---+---1 DWN BY: --DA TE INITIAL f--D:...A~TE--'-"IN.;._ITI...;;AL'-+-D:...A TE...c,_._IN_ITI_AL1 CHKD BY: ~- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVIJD BY• DRAWING NO. 349-3P PARTIAL PLANTING/ SOIL SPECIFICATION (REFER TO BOOK SPECS FOR COMPLETE INFORMATION) PART 1 • GENERAL 1.05 QUALITY CONTROL A. TAKE REPRESENTATIVE SOIL SAMPLES FROM AREAS AS IDENTIFIED BY LANDSCAPE ARCHITECT. B. SOIL SAMPLES SHALL BE TESTED FOR PH, ALKALINITY, TOTAL SOLUBLE SAL TS, PCROSITY, SODIUM CONTENT, ORGANIC MATTER AND SOIL PREPARATION RECOMMENDATIONS. D. UPON EXECUTION OF THE ORDER, THE OWNER HAS THE OPTION OF EITHER INSPECTING THE PLANT MATERIAL AT THE SOURCE OF GROWTH, REQUESTING REPRESENTATIVE COLOR PHOTOS, OR INSPECTING THE MATERIAL AS IT IS BEING DELIVERED TO THE SITE FOR CONFORMITY TO THE DRAWINGS AND SPECIFICATIONS. SUCH APPROVALS SHALL NOT IMPAIR THE RIGHT OF ADDITIONAL INSPECTIONS DURING FURTHER PROGRESS OF THE WORK. 1.07 SUBMITTAL$ A. THE CONTRACTOR SHALL SUBMIT NO LATER THAN 30 DAYS AFTER THE AWARD OF CONTRACT (2) BOUND BOOKLETS CONTAINING THE FOLLOWING LANDSCAPE INFORMATION: 1. LIST OF ALL PROPOSED LANDSCAPE MATERIALS INDICATED BY DESCRIPTION, MANUFACTURER AND MODEL NUMBER. INCLUDE CATALOG CUTS OF ALL ITEMS. 2. LIST OF ALL TREES INDICATED BY BOTANICAL NAME, COMMON NAME, QUANTITY, SIZE, NURSERY AND LOCATION AND ANY SPECIFIC REMARKS, I.E. "UNABLE TO LOCATE", "PHOTO SUBMITTED", ETC. THE TREE LIST IS TO BE ACCOMPANIED WITH COLOR PHOTOGRAPHS OF EACH TREE TYPE AND SIZE WITH SPECIFICATIONS, I.E. HEIGHT, SPREAD AND CALIPER. INCLUDE A PERSON IN EACH PHOTOGRAPH FOR SCALE PURPOSES. 3. SOIL ANALYSIS AND RECOMMENDATIONS AS MENTIONED BELOW. 4. LIST OF ALL SHRUBS, VINES AND GROUND COVERS INDICATED BY BOTANICAL NAME, COMMON NAME, SIZE, NURSERY AND LOCATION AND SPECIFIC REMARKS, I.E. "UNABLE TO LOCATE", "PHOTO SUBMITTED", ETC. 5. SOIL AMENDMENT RECEIPTS CONTAINING ANALYTICAL DATA AND PHYSICAL SAMPLES OF ALL SPECIFIED AMENDMENTS. 6. RECEIPTS FROM THE SOIL SUPPLIER OF ALL SOIL MIXES SPECIFIED IN THIS SECTION. B, THE CONTRACTOR SHALL SUBMIT NO LATER THAN 30 DAYS AFTER THE AWARD OF CONTRACT THE FOLLOWING PHYSICAL SAMPLES SENT TO THE OWNER AND CITY INSPECTOR IN PLASTIC BAGS FOR APPROVAL PRIOR TO INSTALLATION: 1. SHREDDED BARK MULCH. 5, NITROLIZED WHITE FIR BARK, 2. CERTIFICATES 6. TURF GROWER CERTIFICATION 3. TURF SPECIES AND LOCATION OF FIELD FROM WHERE THE SOD WILL BE CUT. 4. COMPLIANCE WITH STATE OF CALIFORNIA AND FEDERAL QUARANTINE RESTRICTIONS. PART 2 • PRODUCTS 2.05 PLANT MATERIAL I. TURF SOD -TURF SOD TO BE "MEDALLION DWARF" AS SUPPLIED BY PACIFIC SOD (800)726-3027, OR APPROVED EQUAL. 2.06 AUXILIARY ACCESSORIES A. TREE STAKES -WOOD STAKES· 2" DIAMETER BY 10 FEET LODGEPOLE PINE STAKE WITHOUT SPLITS OR BOWING. REFER TO THE DRAWINGS FOR WHICH TREES RECEIVE WOOD STAKES. B. TREE TIES· WONDER TREE-TIE AS DISTRIBUTED BY HYDRO-SCAPE PRODUCTS, INC. (714)639-1850, OR APPROVED EQUAL. C. TREE GUYING HARDWARE GUY WIRE· #9 GAGE, GALVANIZED TWISTED WIRE· CLEAR PLASTIC COATED, DEADMAN -DUCKBILL EARTH ANCHORING SYSTEM, MODEL #68-DB1, OR EQUAL. HOSE -3/4" REINFORCED BLACK RUBBER GARDEN HOSE. WARNING GUY WIRE TUBE -5' LONG X 1/2" DIA. WHITE CLASS 315 PVC PIPE. TURNBUCKLES-6" LONG, GALVANIZED EYE/HOOK TYPE. WIRE CLAMPS· 3/4" GALVANIZED "U" CLAMPS. E NITROLIZED WHITE FIR BARK AS SUPPL "=D BY SEQUOIA HORTICU!.TURAL PRODI J<-:TS /209)591-1177 OR PACIFIC FOREST PRODUCTS (8051?48-6431, OR APPROVED EQ• IAL. F. MULCHES· SHREDDED BARK MULCH NOTED AS "MEDIUM GRIND" (4-INCH MINUS) BARK MULCH, MANUFACTURED AND SUPPLIED BLUE RIBBON COMPANY (714) 633-3666, ORANGE, CALIFORNIA, OR APPROVED EQUAL. CONTRACTOR SHALL SUBMIT SAMPLE. G. GEOTEXTILE SOIL SEPARATOR -MIRAFI 700X GEOTEXTILE SOIL SEPARATOR AS MANUFACTURED BY MIRAFI, INC. (800) 869-8905, OR APPROVED EQUAL. M. TREE ROOT BARRIERS -TREE ROOT BARRIERS AS SUPPLIED BY DEEP ROOT CORPORATION (CATALOG #UB 24-2) OR ROOT SOLUTIONS ROOT GUIDE BARRIER BY ROOT SOLUTIONS, INC. (415)434-3072, OR APPROVED EQUAL. N. ROOT CONTROL GEOTEXTILE FABRIC -CHEMICALLY-TREATED GEOTEXTILE FABRIC CONTAINING CONTROLLED-RELEASE NODULES OF TRIFLURALIN. GEOTEXTILE FABRIC TO BE PLACED IN 5' SQUARE SHEETS OVER EACH SUB-SURFACE PLANTER DRAIN TO INHIBIT THE INTRUSION OF PLANT ROOTS. GEOTEXTILE FABRIC TO BE BIOBARRIER BY TYPAR 1-800-352-6776, OR EQUAL. 0. WEED BARRIER FABRIC· PERMEABLE FABRIC "TYPAR" AS MANUFACTURED BY REEMAY. PART 3 • EXECUTION 3.01 RENOVATION AND PREPARATION OF EXISTING SOIL A. CONTRACTOR SHALL PREPARE HORTICULTURAL SOIL SAMPLES TAKEN IN (6) SELECTED LOCATIONS FOR INITIAL HORTICULTURAL ANALYSIS AND SOIL AMENDMENT RECOMMENDATIONS: SOIL SAMPLE #1: SOIL SAMPLE #2: B. CONTRACTOR SHALL PERFORM SOIL RENOVATION PROCEDURES AS REQUIRED BY SOILS REPORT PREPARED BY "SOILS AND PLANT LABORATORIES". IF LESS FERTILIZER IS REQUIRED, SUBJECT TO OWNER APPROVAL FOR REDUCTION. IN ADDITION TO THE OWNER, PROVIDE FINAL AMENDING RECOMMENDATION AND SOILS ANALYSIS TO CITY INSPECTOR FOR REVIEW AND APPROVAL. 3.08 FINE GRADING OPERATIONS A. INSURE THAT THE TOP 2" OF SOIL IS FREE OF STONES, ROOTS, STUMPS, WIRE, OR OTHER DELETERIOUS MATTER 1" IN DIAMETER AND LARGER. DISPOSE OF DEBRIS OFFSITE. B, ALL PLANTING AREAS TO BE FINE GRADED TO WITHIN 1-1/2-INCHES OF PAVED AREAS, IRRIGATION VALVE BOXES, CONCRETE MOWSTRIPS AND HEADERBOARDS. C. UPON ACCEPTANCE OF ROUGH GRADE BY THE OWNER AND PRIOR TO BEGINNING PLANTING OPERATIONS, FINISH GRADE ALL PLANTING AREAS, FILL AS NEEDED, REMOVE SURPLUS SOIL, FLOAT AREAS TO A SMOOTH, UNIFORM GRADE TO ELEVATIONS AS INDICATED ON THE DRAWINGS. OBTAIN THE OWNER APPROVAL OF THE FINE GRADING PRIOR TO COMMENCING PLANTING OPERATIONS. 3.07 SURFACE DRAINAGE OF PLANTING AREAS THE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPERLY DRAINING ALL PLANTING AREAS. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS, OBSTRUCTIONS ON THE SITE, OR PRIOR WORK DONE BY ANOTHER CONTRACTOR, WHICH THE CONTRACTOR FEELS PRECLUDES ESTABLISHING PROPER DRAINAGE, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER FOR CORRECTION OR RELIEF OF SAID RESPONSIBILITY. THE CONTRACTOR IS TO INSURE PROPER DRAINAGE OF ALL PLANTING AREAS AT A MINIMUM OF 2%. 3.06 SOIL PREPARATION (l!IASE BID PRIOR TO SEPARATE TESTING) A. AFTER FINISH GRADES FOR ALL LANDSCAPED AREAS HAVE BEEN ESTABLISHED AND APPROVED BY THE OWNER PERFORM THE FOLLOWING OPERATIONS: B. CROSS-RIP ALL AREA TO A DEPTH OF 9". C. SPREAD ORGANIC AMENDMENTS UNIFORMLY ON THE SURFACE OF THE SOIL AND CULTIVATE THOROUGHLY INTO THE TOP 4-6 INCHES IN A MINIMUM OF TWO DIRECTIONS WITH A MECHANICAL ROTOTILLER. D. THE FOLLOWING SOIL AMENDMENTS AND FERTILIZERS ARE TO BE USED FOR BID PURPOSES ONLY. SPECIFIC AMENDMENT RECOMMENDATIONS WILL BE MADE AFTER HORTICULTURAL SOIL SAMPLES ARE TAKEN AND PAID FOR BY THE CONTRACTOR, ANALYZED AND APPROVED BY THE CITY INSPECTOR AND OWNER. APPLICATION RATES PER 1,000 SQUARE FEET SHALL BE AS FOLLOWS: NITROLIZED FIR BARK -6 CU. YDS. PLANTING FERTILIZER· 200 LBS. OF GRO-POWER PLUS. AGRICULTURAL GYPSUM -100 LBS SOIL SULFUR -20 LBS. E. AFTER APPLYING SOIL AMENDME'J"!"S AND PRIOR TO PLANTING, IRRIGATE WITH OVERHEAD IRRIGATION SO THAT A MINIMUM OF 1-3 INCHES OF GOOD QUALITY WATER PASSES THROUGH THE SOIL PROFILE. 3.09 BACKFILL MIX FOR SHRUBS AND TREES A. THE FOLLOWING BACKFILL MIX IS FOR BID PRICE BASIS ONLY. FINAL BACKFILL RECOMMENDATIONS WILL BE MADE ONLY AFTER ROUGH AND FINE GRADING OPERATIONS ARE COMPLETED AND HORTICULTURAL SOIL TESTING HAS BEEN PERFORMED AND PAID FOR BY THE CONTRACTOR AND APPROVED BY THE CITY INSPECTOR AND OWNER. 7 PARTS BY VOLUME ON-SITE SOIL. 3 PARTS BY VOLUME NITROLIZED STABILIZED FIR BARK 2 LBS. IRON SULFATE PER CUBIC YARD OF MIX. 18 LBS. OF GRO-POWER PLUS PER CUBIC YARD OF MIX. PLANTING TABLETS· QUANTITY BASED ON SIZE OF PLANT. B. THOROUGHLY BLEND THE BACKFILL MIX PRIOR TO PLACEMENT. C. DO NOT APPLY IRON SULFATE OVER PAVED MATERIALS. SEVERE STAINING IS LIKELY TO OCCUR. F, PLACEMENT OF PLANT TABLETS 1, PRIOR TO PLANTING, PLACE THE REQ'D AMOUNT OF PLANTING TABLETS PER PLANT SIZE ON TOP OF EACH ROOT BALL WHILE STILL IN THEIR CONTAINERS SO THAT THE OWNER CAN EASILY VERIFY THEIR EXISTENCE AND QUANTITY. 2. AFTER OBTAINING APPROVAL BY THE OWNER ON PLANT TABLET QUANTITY AND AFTER WATER HAS COMPLETELY DRAINED FROM THE PLANT PIT, ADD PLANT TABLETS TO THE PLANTING PITS IN THE FOLLOWING QUANTITIES: 1 GALLON OR LESS -1 TAB LET 5 GALLON -3 TABLETS 15 GALLON· 5 TABLETS 24" BOX -5 TABLETS 36" BOX -6 TABLETS 48" BOX -8 TABLETS 60" BOX· 11 TABLETS 72" BOX -13 TABLETS 3. DIG PLANTING PIT TO THE RECOMMENDED DEPTH, 4. BACKFILL THE PLANT PIT TO ATTAIN THE PROPER LEVEL FOR THE PLANT. 5, PLACE THE SPECIFIED AMOUNT OF PLANT TABLETS BETWEEN THE BOTTOM OF THE ROOTBALL BUT NOT HIGHER THAN 113 OF THE WAY UP THE ROOTBALL. SPACE THE PLANT TABLETS EQUALLY AROUND THE PERIMETER OF THE ROOTBALL APPROX. 2" FROM THE MASS. 6. FINISH BACKFILLING OF THE PLANTING PIT BY TAMPING THE SOIL FIRMLY AROUND THE ROOTBALL AND WATERING THOROUGHLY. G. FINAL BACKFILLING 1. ONCE THE WATER HAS SOAKED IN THOROUGHLY, PLACE THE REMAINING BACKFILL AND TAMP FIRMLY. 2. AFTER FINAL BACKFILLING, CONSTRUCT AN EARTHEN BASIN AROUND THE BASE OF EACH PLANT WITH BACKFILL MIX SUFFICIENT TO HOLD WATER FOR THE FOLLOWING PLANT SIZES: 1 GALLON -2-INCHES OF WATER. 5 GALLON THROUGH 24" BOX· 3-INCHES OF WATER. 36" BOX AND LARGER· 4-INCHES OF WATER. 3. REMOVE BASINS IN ALL TURF AREAS BUT NOT BEFORE THE IRRIGATION SYSTEM IS OPERATIONAL. I. GROUND COVER PLANTING 1. GROUND COVER FLATS SHALL CONTAIN SUFFICIENT MOISTURE TO REDUCE SOIL SEPARATION WHEN LIFTING OUT THE PLANTS. 2. PLANT GROUND COVERS IN A STRAIGHT ROWS, EVENLY, TRIANGULAR SPACED, AND AT AN ON- CENTER SPACING AS INDICATED ON THE DRAWINGS. 3. EACH ROOTED GROUNDCOVER PLANT SHALL BE PLANTED WITH ITS PROPCRTIONAL AMOUNT OF SOIL, 4. APPLY A 2-INCH LAYER OF WOOD MULCH AT THE COMPLETION OF PLANTING. J. FINE GRADING AND ROLLING 1, CAREFULLY SMOOTH OUT ALL SURFACE IRREGULARITIES THAT WILL BE RECEIVING SOD. ROLL THE AREA TO EXPOSE SOIL DEPRESSIONS AND REGRADE AS NECESSARY. K. FERTILIZING 1, SPREAD AND RAKE IN LIGHTLY, FERTILIZER ONTO THE SOIL SURFACE EVENLY AT THE RATE OF (1) POUND PER 100 SQUARE FEET OF SOD AREA. 3.18 WOOD MULCH INSTALLATION A. SPREAD A 3" DEEP LAYER OF SHREDDED BARK MULCH IN ALL LANDSCAPED AREAS OTHER THAN TURF OR HYDROSEED AREAS. END OF SECTION APPROVED FDR PLANTING AND IRRIGATION □NL YJ INCLUDING PRECISE LOCATION OF PLANTING AREAS, 0 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIEIJED BY, INSPECTOR DATE ~ If) Li.I ~w > U") z z a:: I') ra::l ::::> Cl CXl ...:l ::::E N ::::E w a, c., 0 Cl tS (.) ~ ~ z .... Li.I -z 00 1.&.. zo o ..J-a:: l-o a:: u ::E~ (.!) ...J < Z O => ...:l ::::> ~ La. z ~ z 0 (.) a, ~ V) z t'.) Q ZI- -<( t-u z <( LL.. _J -a.. u w a.. V) 0 0 0 • ,.;.a, N Ill t;N ' CJ • is! "O ii I-; ~-"'z L-951 fsHEEil5 CITY OF CARLSBAD 1----1----+----------------t----11----+---+----1 ~ PLANNING DEPARTMENT 1----+---+-------------------1-----1---+----1---1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR· CARLSBAD 1RACT 92-08 MODEL COMPLEX & MAIN ENTRY CT 92-08 ASSIS DINN BY: __ _ CHKD BY: __ _ RVIJD BY, OJECT NO. CT 92-08 DRAWING NO. 349-3P