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HomeMy WebLinkAboutBook 15 Page 726 Lot 12 - 14 Landscape Improvement C17 Y OF TEA o fECUL A CHAPARRAL SOUTH P4/9KWA r L A NDSCA RE 11YRRO VEMENT PL A N DECLARATION OF RESPONSIBLE CHARGE. I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK LIMIT OF WORK TYP. FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE - 0 �O(lTq RO OVER THE DESIGN OF THIS PROJECT AND THE DESIGN IN CONSISTENT -o WITH CURRENT APPLICABLE LAWS, CODES AND ORDINANCES. OJ�G ��Q� o �R I UNDERSTAND THAT THE PLAN CHECK OF PROJECT DRAWINGS AND Q� `� �� pES SPECIFICATIONS BY THE CITY, COUNTY, RECREATION DISTRICT, RANCHO CALIFORNIA WATER DISTRICT, AND OTHER AGENCIES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF RECORD, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 3 , FR T STREET ADDRESS 3 ' • ,,'-, �`' .�` FIRM NAME & ADD 'Pp 0 1 " 1635 4,,,,,_,,. __ .— ner r€'se Irc e North, Suite C € : _,. Temecula, CA 92590 _ _..._., _ _ _ 0 : i•tii• 3•......;.€I€i='€3€ 3 €I Eµw%T"'•�••`-•I••0••€""-T�•T €€ €j'• €3- .� .,"�"'!` € ..i.•..•i; ;I=.i€ti; _ F€•;;i€i €j€€€ I;?.' €;•€I€= i€ 3€ i — €Ef €II I,; _ _ 951 296 6802 �( �A €€ --� ,..€ €Ex }I i €_€ =1 1 PHONE N0: 0 €. F3; zE t 'i i 1}'•€F}j F E E €€€ .ii• € €, i€ . 3 3 €['T"r'<'. =i i Q F . ;EiE III 3. } I _..._... - xl , x }EFFEFEF;FF=FEE€ . } Ili € e .' _}_., €. .IFEEE•Eiti;i.}x.ii• .. •E}3it;i=,FIiiI., x I �FIi.. F= EE I€. I€ €a�i-I-eFF-� •#-, �-r,�.{_jj<.;..:..:wEE�.,,, ...........€,�,..._... txt€ x}it;;:,, ...F,iii;}ii•.•.e.,FF;,:F3 =i7 :.i =l`?= ix ..,.,...... i€. }., i,t i I, I i €I•; •I-; i =E ' .€E€FE<i 7 y(��J a;txe: tt:F;E;EFF===xtt;;;;=_.;;;;i;;iiii,ii t= �i;i t F€i iI€ 1 .I €€I Q x iF it t ...... 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"�,^• .... i �� dF .5 .._.._..,... ll l l'- � ;r :;...<� €flH CL CENTERLINE VICINITY MAP �,...: € I ' ,� €€I j CMU CONCRETE MASONRY UNIT m w� TH❑MAS BR❑S (2010) PAGE 979-A2 & A3 ' >"' .,I,,,, � ' CW COPPER WATER LINE SEC. 18, Tss, Rzw PSI POUNDS PER SQUARE INCH II SEC. 13, TBs, Raw I I } I EXISTING BUILDING ��::.i SF SQUARE FEET .m„ LAW qs GPM GALLONS PER MINUTE -.-_ _.... ,. NOT-TO-SCALE -- - CML&C CEMENT MORTAR LINED & COATED i€ .. j` i �. .a.. Y .,,...,,._.- _.., c �.......... ..........x:,,...,,,. ..-.y,. ..� ,.,,..-,,,,,,�siiiiiiii::a�r .......--...,...,.,,,..,i ......-e-- ,��a�a:��.....,. -----a ^...........a^a.0�.�.m�`aa�1A\".;.�"�:2,;::::::::::::::::;,�� .._. rn VCP VITRIFIED CLAY PIPE ,: : I€ t ; j € ;v �e RCWD RANCHO CALIFORNIA WATER DISTRICT ¢ 4, x iN PL PROPEE �...., ..��_.�, _ _..... I€�. - . I - .� . CL CENTER LINE TN �M......_,._,_.. HDPE HIGH DENSITY POLYETHYLENE PIPE € j GRAPHIC SCALE 20 0 20 40 80 Nim ? I 1 INCH = 20 FT. SHEET INDEX MAP D A ART SHEET INDEX DIAL TOLL FREE L-1 TITLE SHEET 1 -800-227-2600 L-2 PLANTING PLAN AT LEAST TWO DAYS BEFORE YOU DIG L-3 IRRIGA110N PLAN UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA L-4 DETAILS ALHAMBRA GROUP LANDSCAPE ARCHITECTURE California license #2017 RECREATION FACILITIES PLANNING 3D 41635 Enterprise Circle North, Suite C Temecula, CA 92590 (951) 296-6802 FAX 296-6803 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY � t� I ANDSCgp CITY OF TEMECULA SCALE �� DONgT 9,Q VD VD ��:� RECOMMENDED BY: UnJZ�'� DATE: IV (� DEPARTMENT OF PUBLIC WORKS CONTRACTOR HORIZONTAL �� y SHEET N0. ��` � PLANS PREPARED UNDER THE SUPERVISION OF AS SHOWN z ACCEPTED BY: DATE: �� �� �Cj � of T �� CHAPPARAL SOUTH INSPECTOR N/A — VINCENT DI DONATO DATE: 10-1 —19 PA RICK THO PE ° " L-1 LANDSCAPE ARCHITECT'S NAME VERTICAL DIRECTOR OF PUBLIC WORKS/CITY ENGINEER r":::s PARKWAY LANDSCAPE IMPROVEMENT PLAN 9-30-21 Q- F DATE COMPLETED s� acP. �` q�F OF CA��Fo� LA NO. 2017 EXPIRES: 09/30/21 R.C.E. N0. 44223 7Tf° .9 p4� TITLE SHEET N/A 1 OF 4 SHEETS BOARD WALK STAMP WITH INTEGRAL PROPOSED 2" ONSITE PVC TREE GRATE (4) TYP. URBAN ACCESSORIES COLOR PER C.T.S.P. SPECIFICATION TYP. IRRIGATION LINE MODEL: OT TITLE -24/ RAW NATURAL FINISH PLANTING NOTES I I 5'X5' SQUARE. INSTALL PER MANUFACTURER'S PROPOSED J" ONSITE SPECIFICATIONS AND DETAIL ON SHEET L-4 IRRIGATON WATER METER 1. CONTRACTOR SHALL APPLY "RON STAR" PRE—EMERGENT HERBICIDE AT 3 lbs. PER 1000 s.f. AFTER PLANTING AS PER MANUFACTURER'S RECOMMENDATIONS.(ONLY ON NON—SEEDED " �\"� LD TOWN FRONT STREET EXISTING STREET LIGHT AREAS) _. _ _... .. ..... _._._ _ . ... ............. ..__....... ............. _._........ . .. f y\ h 2. ALL PLANTING SHALL CONFORM TO THE CITY OF TEMECULA I / r€ ;• , 3 m_....._.._......__.___ _..... .................._'____................ ......._._ __...__ _ _.. _ ....__._._.........._...._..........__ _.__............_ .__._ _..._.._........._.....___..._..._......_........ ...... ..._. _...._.. .......... ..... . STANDARDS AND SPECIFICATIONS. __.. ....._...._..._._..... .. ........__.._..__._.___..................._.......__...._...._ ........__............._...__...._._._. _.....____._.......__......_ € _...__........_._ . _......_........_.... .....�..__.........._...._. _ _..._.............__._........._. r..»•—Y•—v._.v....v.........v.... ..Y....Y Y ^^Y Y' -v `v-- •,v v v v —. v -v v a v •v ...., e- ___..-..:".� ............... ..._. ..m................... gym... ....a. F :` i , � i �— _ _ i i : Y Y' Y Y" `Y Y .Y.... Y—"Y""4 a Y"", 'T' Y .y. Y ��..K.•::..... .....Y..............��,.. ..............� ................. .�.—...,€€ .F` .� fr'f E f : : i { i 3 i € f E y c E i c € i € f f } f�•—f "3;"_ 'j."Y ;.•"r.' f I ! : € i 3. E E f a 3 € f E = E 3 : E } e { } _ J. SOIL TESTING.- € I = €€ € € : i f c E E ING. f # I >_.�.i.....�..w..... } _ _ _ = i = } i = i � . . . f . . . i } € € } �# � iw.:::.E •'c � : e i f i €i i = c € _ i � _ : E : i = i € , , i E F € € E f } , € 3 > }�9' ............................v.i. i f i i } i i I i € : € _ } € i i i = i = I = 4m�. .`€ c f 3 i 3 = 3 = _ 3 i f a ; i a �} = f E e i I € € c i I i : _ _ } E E S E f : : : } E _ i i i € 1 :{ CONTRACTOR SHALL PROVIDE HORTICULTURAL € € } } _ € E E i € f € } EA HO RL SOILS f _ � I= � I } , I =,i � € ii !I it 1 } 333 � E €.3 3 d E E_€ €E Jjf € � +�y` f €E €E€ p a � I i � 3E € � fjf € 3 € 3 f/ I € I i{ 3 I I i 3 E , t ' € i c € I I € € E } I f € } 3 } € 99 E € F ANALYSIS PERFORMED Y Y 9 B A LABORATORY OF THE i t } I•E I;F 1 3 } 3 \� J } �1 $ i } € € € • � = 3 i € € 1 € E 3 ^� sty _ € = E{ } c a { CALIFORNIA } €LIFORNIA ASSOC. OF i I AGRICULTURAL LABORATORIES. i € } i : a } € a E _, f f EEf /f/ i € E } i I _ } i i € : i i a € € i f c c c E j e i i E , i E ..^3 E if y €E 3 3 '� :, c i i ,CONTRACTOR SHALL �`.> . . . . E i . . € _ i : : : iix = . = i f LL ADJUST SOIL AMENDMENT � :.} . . . i . . . . . . . . . � . . . . i _ . . . . 1 . . . . i f I i • f i € 3 9 3 E € I I S } E E fl J 3 f {Ejj^' f d € S { : j € I f = � 1€ 3 E RECOMMENDATIONS TO CON l :..s....�......l I ' _ .' .FORM TO SOIL ANALYSIS -�- ......�......�_.. € € E € € x x........ € ._....._t.._.._ 1_.#. .A.. } } _ ,; i i, '...x_„�...,,..., ._z.,f__f...f,._%...:..s'....�...i_.L.!__S__.�.._�._..x.... .._......i._s....�.. ....;:.w._..-< G.s..................L...7.......,€....1.`, ...5._. .....�,..'' ....�...�....._ _..._.__ �.....................3'F.._._....�......... RESULTS AS REQUIRED PRIOR TO LANDSCAPE CONSTRUCTION. ' ,'.` j _.. _._.. ___._.._.._....___..............._. F� m } __ _..._ __.. _...... _..._ _.:- �...............�_.......... � PROVIDE 2 COPIES OF THE SOIL REPORT ® THE FIRST INSPECTION. ; f }#{ #{ 3 " J �■ j�� 4. CONTRACTOR SHALL ENSURE POSITIVEI " � �.. .___..._... .._.£... ............. DR4WAGE OF ALL .........._ .... .___........ �...___._... .._.. .� I f € =f PLANTING AREAS ON SITE AND SUBSURFACE DRAINAGE FOR � _ � II � f � , ENCLOSED PLANTING AREAS. i iye 1? ..��a�� _................._ .r............:;....r, __......__... € 3 € i �v t Z` ,wf yk' .__ � .<t�`�' x i_.. ._� 7, ... ......ae.......,. ... .....,.. a � ����aua�`v\........ �.. u�a��...:_....,.,, �_............._ ....�...................,....,.,\............... ...,�..... € i :� f i ` rr.......... '` \rra �urc:::��c�rurrrrrr\card• .aar\w�rwa ......_....._ ......,,._....._.._.,.ar.....�..............,..,.,.w ._........ ..............._....,...____........ :x 5. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND VERIFY ALL THE CONDITIONS AND DIMENSIONS PRIOR TO € €{ '' fE 1 g i PROCEEDING WITH ANY WORK. NOTIFY LANDSCAPE ARCHITECT AND OWNER IF ANY INCONSISTENCIES OCCUR. I_ EXISTING BOARD WLC TYP. BUILDING EXISTING € I I ____.. .__.. _._ ._.__. .._. -- PROPOSED :BUILDING 4~. P 6. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS I3 € € �g i {} 49 AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PR/OR TO PROCEEDING WITH ANY WORK. I `•;' - ` ' ZZ CIL 7. ALL PLANT MATERIALS SHALL BE HANDLED OR STORED SO THAT E =i ` ii THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT FROM € i' E ,! . _ ..__......N...„. ... .a 1 __.. SUN OR WIND BURN OR FROM ANY OTHER INJURY. I I3z _ 9 � = I , f.._ i a` ai f� ,ate... 3 f e 8. THE CONTRACTOR SHALL APPLY TO ALL SHRUB PLANTING AREAS A 3 W a fi1111, —� : __._ �...u. ..........r�.......rr .............._aria..._....__.. \ a a� ,..\\00\a\\\\\\\\aa\\.................... ¢... c a\a\��a\\\ a ............... a LAYER OF FOREST BLEND WOOD MULCH, CONTACT 1' _ � _ `'` '` _ � - ~• i � �= Y"`•""`•""""; --� ,,. ���� ... I a PLANTS CHOICE 619 € ( ) 585—9909. CONTRACTOR SHALL PROVIDE \ a � .l td C. E LANDSCAPE ARCHITECT WITH SAMP PR Ef#..., >_` f LE FOR APPROVAL PRIOR TO INSTALLATION. }}j; " � ii} , �_; :� �\��;�-� �/ — \ i c • , E y 1 EE i i t '•i I €� I I € !'; � € �;:3 M._._...��.e...�._. \ f € ., E' f # # # g ##€� 9. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES SHOWN ON PLANS. . •. = 67 6666€€€€AA33 E I I 4 _ } _ `•a�i,-:N ........... ..........A..w.. .�..........................................................t`........... !: .....i....d....Y....d..�....€,3..,..F,....t.......... ..� e! _ } S , fl 10. SEE SHEET L-4 FOR DETAILS & SPECIFICATIONS. I E �I °° } € , }E EXISTING BUILDING r . 11. ALL ABOVE GROUND I' € OU D UTILITIES SHALL BE SCREENED W/ PLANTING. i If , ,r x.. SHOULD UTILITIES BE RELOCATED, THE AFFECTED AREA SHALL BE V REDESIGNED SO AS TO ACHIEVE FULLi 1 SCREENING. t i EE _ i I i i `i >; I :� `�€ € ,<•`a 3.................................... 12. ALL PLANTING SHALL NOT INTERFERE W/ TRAFFIC SITE LINES. } I f .'1:.3 €t( (I»:.. %..AMP '\ ST i ...,._................ .._ {{ 13. CONTRACTOR SHALL TURN OVER SOIL AMENDMENT VERIFICATION TICKETS TO THE CITY INSPECTOR. __,__ i i # � i i ....,.... ...._....... .......... k:;....... ...�....v.....,...r\r\w�..., ex......�;.....�....... .m.:qr..........m...�....,.......ar\\\\....a\\\\r\\.o�................... ............... .....a.:.... ........ .,..€ ..................................................................... ...�:�� ....�...........�....�..w ,e.., a...a��wv....aw.v�vm....r. v.. �....rr..vtiv.. h+..r. ai _ € { : '2 14. _....._._.._... ........._.__.........,ram. _ _.. __....__._.............. _............. INSTALL ROOT BARRIERS WHERE TREES ARE PLANTED WITHIN 5 OF H \_ �`r.::::....._.,...._. ....._.._ . fn _......._ ................._...........W..... ARDSCAPE. �' a a',,` i, .... t .. a . : gym_._.. .... .......__._.�........ .� .\ } i = t ( .. . __..__....._o_._._....• ::arr� E DEEP ROOT CORPORATION MODEL NUMBER RB 18 2 FOR SIDEWALK PROTECTION } "'." _• •._-..,mow-`m _', :._ „`u"""""` � ��,,,,,,,\� �r ,,,,r\��\rr\rr, "-.".....••...•... -. C ION � \, _ � . -�:.:�..�.. �._...... .v._.. ...: . � i '<€ .�' `\\' _.......... ._._._.._._..._...................._ �� ._. €+ E ail .�....\ ::. AND UB 24-2 FOR CURB & GUTTER PROTECTION. EXISTING PLANTING to I ' � �. f � - l EE € } i 15. CONTACT THE CITY FOR THE FOLLOWING 3 INSPECTIONS ,,REMAIN g # € �\ EMAIN :AND PROTECT IN : 1 VERIFY1. THE MAINLINE, LATERALS AND EMITTER PLACEMENT AND EQUIPMENT ARE IN ' } i I I ACCORDANCE W THE PLANS. 951 694-6411 1 PLACE f I I I I € _... f = f 2. VERIFY ALL IRRIGATION SYSTEMS HAVE PROPER COVERAGE AND THAT ALL PLANTING I I ( ? € fi 3 .w..l fl ......�•^•.._....._... _._.,.. ,..._....... ......_ .__.__....,,.... E I � �;5 i HAS BEEN INSTALLED PER THE APPROVED PLANS. ~ - f i € as>a € 1 3. VERIFY THAT PROPER LANDSCAPE MAINTENANCE HAS BEEN ESTABLISHED FOR THE I ! r 1 } RELEASE OF THE ONE YEAR LANDSCAPE MAINTENANCE BOND. , } i 16. TREES & SHRUBS SHALL BE PLACED A MINIMUM OF 5 AWAY FROM WATER METER, GAS METER, OR SEWER LATERALS / I A MIN/MUM OF 10' AWAY FROM UTILITY POLES, & A MINIMUM OF 8' AWAY FROM FIRE HYDRANTS & FIRE DEPARTMENT SPRINKLER _ _ _ € �`- -•— —-- — --- -- ."•.. : p} I ' & STANDPIPE CONNECTIONS. _' jw... I ! �., 1 _................_W..__ _.._...._..__ j PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME 1 SIZE NUMBER REMARKS WATER USE TREES: + PLATANUS ACERIFOLIA 'COLUMBIA' LONDON PLANE TREE r 24" BOX 4 DOUBLE STAKE /HEIGHT 11 '-12' SPREAD 7-8' MIN. M MULCH NOT SHOWN FOREST FLOOR MULCH GROUND WOOD MULCH 3" MAX. AS REQ'D. 3" DEEP - PLANT'S CHOICE ® (619) 585-9909 DI G L-E R T DIAL TOLL FREE 1 -800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG GRAPHIC SCALE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 10 0 10 20 40 ALHAMBRA GROUP 1 INCH = 10 FT. LANDSCAPE ARCHITECTURE California license #2017 RECREATION FACILITIES PLANNING 41635 Enterprise Circle North, Suite CRld Temecula, CA 92590 (951) 296-6802 FAX 296-6803 Afgo CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE DSCApe DESIGNED BY DRAWN BY CHECKED BY 10\ DONgTo 9 VD VD VJ RECOMMENDED BY: DATE: �II°l�y CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. CONTRACTOR HORIZONTAL ` PLANS PREPARED UNDER THE SUPERVISION OF rn ACCEPTED BY: DATE:) /S^ 4 of Tic CHAPPARAL SOUTH INSPECTOR N/A AS SHOWN ,o-t'-19 _ VINCENT DI DONATO DATE: 10-11-19 PATRICK THOMAS PE r~.:::.. '` V` ,.� PARKWAY LANDSCAPE IMPROVEMENT PLAN L-2 VERTICAL 9-30-21 P LANDSCAPE ARCHITECTS NAME DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE COMPLETED sT EXP. �` •� qrF �Fo� LA NO. 2017 EXPIRES: 09/:)0 21 R.C.E. N0. 44223 N/A of CAQ , Orr, iaee PLANTING PLAN 2 OF 4 SHEETS IRRIGATION NOTES 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL PIPE AND EQUIPMENT WITHIN PLANTING AREAS WHEREVER POSSIBLE. LOCATE EXISTING 4" MAINLINE SLEEVE, 3" LATERAL SLEEVE, 2" WIRE SLEEVE, 2. LOCATE PRESSURE LINES WITHIN 18" OF EDGE OF HARDSCAPE IN MAINLINE, LATERALS, WIRES PROTECT IN PLANTING AREAS. PLACE DURING CONSTRUCTION/REPLACE I IF DAMAGED AND EXTEND AS NEEDED 3. ADJUST ALL HEADS TO AVOID OVERTHROW ONTO WALLS, WALKS, (( Np RELOCATE R.C.V. NORTH OF AND WINDOWS. REDUCE RADIUS WITH ADJUSTING SCREW FOR I UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. i - OLD TOWN FRONT STREET DRIVEWAY AS SHOWN _ .. .___ _ „ . w __, __._.__ ,__..__. ._... ... ..__.._._ ...__...._ __ ____ ..__...._. .___. ...._....... ...._.._. _..._.. ............. ............. \. _= REMOVEQUICK COUPLER 4. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING & I `x Y .. 1 DRIP LINE. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. i :1 ,.'' #' .f' _,-_.::: ;� ___..............._............._.._.-�" \ } '°' ' E€ `IJ eE i, €. 5. CONTRACTOR SHA LL INSPECT THE SITE AND VERIFY ALL ./ .__..._..._.. ..........._.._......._ ._.._..............__ ._...__......................._._.........._..._ _ ��---'--'---" E s x 7 r x ..._... ..........................._.........._....,...,,,....,...,,......,_,,.._.,.......,.._.,....._...................... ._.._._....,..._........_...... ..__._.._...._......__....._._.........._.__........ _._._ ....._............ ...., .._........._...__...........__._......_.. .....__........__......,.,..,....._,._.._..___.._ _......................E ix x y- 2 € ! ~ f'`T pp :: t t t t t I i "F' 3' := t i t t t t t T"Y^ E "'C' ?{.. _E_ ._`Y....Y.,....m•.,.E_.d....E_.....C_ •_Y....Y....Y....�.... 3 E _ : � �. _: t t e t t �E > , T, € �E mC E .. ..�. CONDITIONS PRIOR ...... i _.a.... € f E E TO PROCEEDING WITH ANY WORK. TO ALLOW . . . . . . . . . . . . . . _ € _ ; . . . . . . . . . � _ ;�: E € � t = E ' f 14 . . . �j IE `•+ � € € ,�Ye�,� i i i i ! i € E,i i E € E € € € € € € € i i € € € � E € E € € �..•`' t � I = � ` / -ai�. € �--i-iL a--.i_i �, _ Y�' Ems—! ''. =i- € € i i i FOR ADEQUATE IRRIGATION COVERAGE OWN ON PLAN ADJUST R I ' _ _ -t _.. I Q AS SHOWN D DIP - -�- I- � I T �`! 1 II � . i [[ 1 LINE & SPRAY H ,EADS TO CO Y ,"COMPENSATE FOR AN CHANGES IN AREA. �. � � I � i f 3 t i t t• �.L f j € € € I € I i € I I E 3 i I E € 3 € E F -€-_I WY 3 I i • 3�-: i ' ' i E E € I I i E E E I �__�__� '��' I € € € 6. TO ENSURE PROPER LOCATION 0 F IRRIGATION SLEEVE � � �- . . . �-€ . . . . . . .-� +-�- .�- .� .--� .� .�- .--.-. � — — — — — — — E a € . . .............E .....a... _ _._...... ...__...... ....._.._. ............. .......__ .....___ .._.__.._ ......_._. ..._.___ ......._.._ ..._ -- ..___... I t t , t th :art :art i t ,�h :.* ,w :� t :rtrt ��€ <`.. INSTALLATION COORDINATE LOCATION OF MAINLINE, DRIP LINES +— sirs +._ .- � tom: t +--- '- " #t 3 . -F t-ram€-+-� �r€�ti E�� .€,....a.._.....a..... .A..,.a.._a....a..... .a.._a...._..........:.._.;..._:..._e._..i.....�...._�......a....a....a....a....:,._.a....., t r. i. _ '._iy,�__€.€. •�_:_._€..._€..._>.....c..._>.__t_._€..._L.,v_1.__L._i....F.....F...: i t,t t t u i i E E 3 t._....E..._E..._€...z.............. _....\_............._._.............._............................._............................... .........> ar \....a...,a._......a..a,,..,....f.....f....s.....t.......... ...... ...........t., ti-_y- ..._....,_,,._,..,.....,...............x.�..._..........x...._....._...........,2..,.... _..............,.,....,,.,.,, .......................................,,,. AND CONTROL WIRES WITH ALL OTHER RELATED TRADES AS REQ. -... _.__.. __. �...-... ..._._. _...._.. ,�_ _....�... _._... . ._ ......�.......... _...._. __.. ............. — _.._......._._..,_.....__._...._...,....__.. ..._____.._._......._.____.._........_____........._.._...�._...._....._.... ....__......._......._...._.. ....__.......,..__.._._ 7. ALL BRASS FITTINGS TO BE RED BRASS TYPICAL. E „ E € l3 F ADD IRRIGATION AS SHOWN 2.0 GPM TOTAL FOR E€ 3t t __..._L.._....._. _.Y._._._... 8. USE 3/4 TEFLON TAPE ON ALL THREADED CONNECTIONS. f f .-•-- '"F\........_..,>-; \a. \�raa....w..W. ,. .. �.. E FF ..__.> t._..... F. .........,........_. ......__._ _ ....... ............. ......... ., ,:,.,...._..,... ..... __. . -__._...._..,..............._. � PROPOSED SYSTEM. MAINLINE SHALL BE .a.\.............................a......._...........-.- ................w...w .ay..,,.....,.,.,... J uu\u\��a`uu\�cau\\u::�a y .. ._..... ...., i C.\.F'`` ,>-"r..Y.. €r I w.. \\\cuaa\o................,..........w w \\\\\a\o�................Y _..._.. �,..,w��2,...._...,.,......., F.... . ._.... �c =F_.> �, $ w.. ._. __._....._., _....._..._._......._........ ............... a EX. ._. .: .t E \� .> E SLEEVED UNDER ALL CONCRETE, WIRE SHALL BE 9. IRRIGATION SYSTEMS DESIGNED FROM A STATIC WATER E �w 3 PRESSURE OF 100 P.S.I. SLEEVED TO SAME LOCATION. CONTRACTOR SHALL VERIFY WATER PRESSURE AT WORST � I CONDITION AND CONTACT LANDSCAPE ARCHITECT IF ANY , EXISTING BUILDING INCONSISTENCIES OCCUR. I _ •-._ i PROPOSE €IBUILDING t 2 _..._...,._........ �g€ i t ................ . im 10. CONTROL WIRE SCHEDULE: (MAX. LENGTH OF RUNS) i € E IL510„ ' CONTROL/COMMON NO. 14 NO. 12 NO. 10 NO. 8 § E f NO. 14 1700 2000 2400 2700 3 F` ._ `1 3 € -t .�4T7AGH ':TREE IRRIGAT-tt)[?I` € ' ;, t€ : r e t € ,¢ E , 2700 3300 3800 1 .._,_W,_. _L_...... 0 2 �... _ tt € . TO EX15'TING IRRIGATl.4N AS � ___�- NO. 10 4300 5200 ? €, .........,� ...... i i )� 6700' SHOWN I TO REMAIN'`AND N0. 8 � _ OTECT IN. PLACE TYP. €= E i E € ,,. j .._a as-><»»c ....a..,......,..__......_.....:o�...........`.aw ..__ \w....a..... ...a................ ......... _.._.........,......._ E �$ �aH�r ..wvwHW a........._... r..... ....v..w.. .: .; ......... F� ('�_• �'.E:E E "� i 1 1. ABOVE WIRING SCHEDULE IS BASED ON THE USE OF A 24 VOLT Via" µ W € € W i _._.._..._-, _ ti Eg E 2: ' E F: :E : x:..:::_r____..._ „$$ E=t_.._Nsi�s�::;......._...._.,.F AUTOMATIC IRRIGATION CONTROLLER & WIRE SIZE IS BASED ON ; , ;_ € x,. F OPERATING ONE VALVE AT A TIME f W - - E� I w. j � i E € i '€ 1 E � i-••"......�e..s._..,......_ Fa�` r.....E. 6.__._P..... � € @ € #{' E t._ i< \\ g �.-...2 •.._.. _............� ....o�..AAVvvoA..........:a.�3���� ....I ......;H...avc...A....E.................�.. :TY 12. ALL IRRIGATION SHALL CONFORM TO THE CITY OF TEMECULA i € I; l= STANDARDS AND SPECIFICATIONS. I i €I - EXISTING BUILDING I LD I N >. i E `� a E i dd € " 3 {{ o S€ 13. ALL LATERAL END RUNS SHALL BE 3 4 SCHEDULE 40-UVR PVC TYP. IV QI x ....... f `:.?i�.............::�Sa�.........., r = i 3 €i :j E a E: iEX. L.A�a'€3'" .. .t t \ I \�? € r \ � w i 2 E t + '�` _..... �-"_.. > .,»>�.»»e�.»w.->`....woh .. ....... ,ww„„.w.„ww`H...ww. ..."`.......\`a............... ww........�..�wwww.`w....w��`...w...`w` .w.`.......` \ t w w.,r .0 . .. .. to ' ........................_..,is \ �4....._..„„�...r`a.,......._............._......t.,.. u::�:�:::::::::::ems:,:`:::::::. _'___.._..,.., o.�a.....�r:�v..h\a\u w �. . _ ww _.__ a..,.......w..aW.W..... .. .w...wa www. , uw ...I N �-�_- _�,...{.. ;,,60 F . (,+°rf'€ 3 fE j € gg € , E �w'.{•-� E � , ./� E i I ° � E I i,...: I 3 � E � � '_2 € � €I \ ....� € `\ i � ttt t• 2 € €L ,• i €i € i w. € I 3 _ € E s I € ail I i ............ _ _.. ... _ _ ... � r i i r E' ........_...._._._.... ._......._....... .... E E .............____..... ...,_.._..... ...,...... .......... ,x_._. E / € . f' _ e 3 11 33 } r w .'.�." ! ............. w I""M t 7 ti f F..t.3 Ei \ I...... ... f 2 .. ... .. 1005 61 - 1 iN I~.X __ ..._.. .._._.. l� , t...t✓3 a € '•r..=nR C"d7 f ./ �g V f}!`�YF.:...3 ~ T.C.S.D. MAINTAINED IRRIGATION SYSTEM TO REMAIN & PROTECT IN PLACE. ALL IRRIGATION DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AS SHOWN. ALL IRRIGATION SYSTEMS ON EITHER SIDE OF THIS PROJECT SHALL REMAIN OPERATIONAL DURING CONSTRUCTION TYP. ANY MODIFICATIONS MADE TO THE EXISTING T.C.S.D. IRRIGATION SYSTEMS SHALL BE INSPECTED PER T.C.S.D. IRRIGATION LEGEND REQUIREMENTS. SYMBOL MANUFACTURER MODEL NO. REMARKS - SEE SHEET L-4 FOR DETAILS & BOOKLET FOR SPECIFICATIONS CONTACT PUBLIC WORKS MAINTENANCE SUPERINTENDANT (951) 694-6411 G.P.H. P.S.I. PRIOR TO BEGINNING LANDSCAPE CONSTRUCTION TO SCHEDULE D G A R T PRE-CONSTRUCTION MEETING. �J BOWSMITH SL-200 2.0 30 DRIP EMITTER ON SALCO FLEX ADAPTER - 4 EMITTERS FOR EACH TREE. DIAL TOLL FREE 1 -800-227-2600 Sr HUNTER HUNTER ICV-AS REMOTE CONTROL VALVE W/ ACCU-SET PRESSURE REGULATOR AND WYE FILTER AMIAD #1-1201 — — — — PAC. PLASTICS SCH. 40-UVR NON-PRESSURE LATERAL LINE-INSTALL PER DETAIL TYP. NOTE: MAINLINES, LATERALS, AND IRRIGATION EQUIPMENT ARE AT LEAST TWO DAYS — — — — PAC. PLASTICS CLASS 315 NON-PRESSURE TYPE SLEEVE CONCEPTUALLY DELINEATED FOR CLARITY AND SHALL BE INSTALLED GRAPHIC SCALE BEFORE YOU DIG — — — — WITHIN RIGHT-OF-WAYS AND PLANTER AREAS CONTAINED WITHIN PAC. PLASTICS CLASS 315 EXISTING MAINLINE THE PROJECT BOUNDARIES, TYPICAL. 10 0 10 20 40 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DURA #548-007/ FLUSH VALVE 533-005 ALHAMBRA GROUP 1 INCH = 10 FT. LANDSCAPE ARCHITECTURE California license #2017 RECREATION FACILITIES PLANNING 41635 Enterprise Circle North, Suite C Temecula, CA 92590 (951) 296-6802 FAX 296-6803 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY tC ANDSCgp SCALE 10 0\ DO o q4'o VD VD D RECOMMENDED BY: I CITY OF TEMECULA ` ti ��� DATE: � � / DEPARTMENT OF PUBLIC WORKS SHEET N0. CONTRACTOR HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF 0 ACCEPTED BY: DATE: Is' �q of T CHAPPARAL SOUTH rr�� INSPECTOR N jA AS SHOWN VINCENT DI DONATO DATE: � U-1 I-�'� PATRICK T MAS PE °~ 9 L—V 01, �o-��-t9 LANDSCAPE ARCHITECT'S NAME DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PARKWAY LANDSCAPE IMPROVEMENT PLAN DATE COMPLETED VERTICAL sT 9IX-21 N/A qTF EA NO. 2017 EXPIRES: 09/30 21 R.C.E. N0. 44223 ,�fo-isas IRRIGATION PLAN 3 OF 4 SHEETS OF CAS Ns. ,, oc4° NOTE: FINISHED GRADE IN TURF AREAS 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE. UVR PVC SST TEE, TYPICAL PLASTIC RECTANGULAR VALVE BOXES WITH BOLT DOWN PAVEMENT OR CURB EDGE 2. POSITION ROOT CONTROL BARRIER ADJACENT TO STRUCTURE. USE STAINLESS BOLTS, NUTS, AND WASHERS. 3. RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA. V.I.T. PS18 PIPE STABILIZER, TYP. BOXES COVERS, BE PLACED AT RIGHT ANGLE TO HARDSCAPE 4. BARRIER SHALL EXTEND A MIN. OF 8 BELOW BOTTOM OF HARDSCAPE. DURA PRODUCTS MODEL #548-007 3/4 PVCTO 5. PROVIDE A MIN. OF 10 FEET OF ROOT BARRIER PER TREE. UVR PVC LATERAL LINE PIPE FEMALE HOSE THREAD CAP WITH 0-RING EDGE. HEAT BRAND "RCV" AND VALVE NUMBER ONTO FINISHED GRADE 6. ROOT BARRIER SHALL BE A MIN. OF 18" BELOW GRADE ON WALK SIDE. CONTROL VALVE BOX LID. SECOND BOX FOR FILTER - 7 �• " DURA PRODUCTS MODEL 533-005, PVC 3/4" MHT x UNDISTURBED SOIL ROOT BARRIER SHALL BE A MIN. OF 24 BELOW GRADE ON CURB SIDE. 1 2 SCH. 40 UVR PVC LATERA # ASSEMBLY SHALL HAVE "DRIP" HEAT BRANDED ONTO LID. — '..!'.•: / 1/2" SPIGOT MALE ADAPTER — CLEAN COMPACTED BACKFILL < < PIPING, INSTALL PERPENDICULAR BRASS MANUAL ANGLE VALVE SIZE PER RCV MI y';, ?TO SLOPE FACE DOWN TO TREE 1/2" SCH. 40 UVR PVC SLIP COUPLING - ` HUNTER ICV-101 G-AS, 1" PLASTIC CONTROL VALVE = N, ' `" '� � —III `�'•;'. :;::�;:�� � .'r'•-'''::`::;'•�.;;,,::t.:�'�•"•.:,:.::.;.;?'':. — LATERAL LINES, SEE SPECS. SEE DETAIL SIDOO° FOR ADDITIONAL INFORMATION = PRESSURE MAINLINE, SEE III—I ;.;_;:` ::-�•,.=:�.=•':._: ;'::;�. � �".:��:;;;.�:��:: :� �:� :,';: + TREE DRIP EMITTER ASSEMBLY V.I.T. MODEL PS18 PIPE WIRE CONNECTORS = >^" " `"' <' `:'?;r�` SPECIFICATIONS TO INCLUDE PVC FITTINGS * STABILIZER, INSTALL 6" —III FROM FLUSH ASSEMBLY VALVE ID TAGS III=I 's`.'•., CONTROL WIRES, INSTALL 1 1/2" UVR SUP TEE >`* :' ' ' — AT BASE OF MAINLINE ' "B" �-"A" "B" 1 1/2p UVR SST TEE 1/2" SCH. 40 UVR PVC FINISHED GRADE IN SHRUB AREAS G.....'.. — CLEAN SAND BACKFILL, 2 1/2 UVR ST 90 "ELLS LATERAL LINES INSTALLED SCH. 80 PVC T.O.E. NIPPLE, LENGTH A EQ. —III ....... — 2 SALCO ADAP ERS(A �)SSEEBBELOW ON FINISHED GRADE " III—I _ SEE SPECIFICATIONS VOLT ELECTRICAL 1 SALCO ADAPTER — : ::: —ICI . CONCRETE CURB 5 SALCO DTSB 1140-600 STAKES — —2 2• — — °° IN SCH. 40 CONDUIT 3 SALCO 11 III— G II— I 2" I=III=I : _ _ _ _ _ _ _ TIE A 36" LOOP IN ALL WIRING BACKFILL SHALL BE CONCRETE SIDEWALK- FINISHED GRADE =III=III 4" =III=III=I I 'III=III I II I I) I I—) I I—III—III—III—III—III—I I I II I AT ALL CHANGES OF DIRECTION SALCO FLEX ADAPTERS SEE _ _ _ _ ++ ° ENGINEERED SOIL •' • •' • •� • •' • •' • • ON SLOPE :III=III= III=III—III —III �I: GREATER THAN 30 DEGREES, CHART FOR MODEL NUMBERS MIX PER PUBLIC ROOT BARRIER, �'.' •'.' •'.' •'.' •'. ' I—I I I—III—III—III—III—) III—III=� —III—I I III=III—I ,I I—I I— SECTION VIEW - N.T.S. UNTIE AFTER ALL CONECTIONS WORKS TYPICAL SALCO PVC COATED STAKE -III—III—III—III—III—III III—III—III- �— —� HAVE BEEN MADE FINISHED BACKFILL, SALCO PRESSURE COMPENSATING I—I I I—III—II�—III—III—I III—III—I r GRADE TYPICAL EMITTER, SEE SPECIFICATIONS -I I I—I I I—I I I—I I I—I I I—I I I I I I—I I I—I I I- DIMENSION A B c D E F G TREE CANOPY, SEE I=I I I—III—III—III—III—I III—III-1 1=1 PLANTING PLANS -III—III—III—III—III—III III—III—III- e ° 1/2' TO 1 1/2' SIZE 18 24" 26" 30" 6" 24" 6" TREE ROOTBALL, SEE 111 1 1 l l III 111 III III III I Ill iii l i i i 111 iii 111 iii l ° ° ° ° 4» 6» » » » — '' PLANTING PLANS de Po° .�o°,bG gro0 °° Cbndp 2' TO 2 1/2" IN SIZE 18" 2 2 30 6 24 6 =III. I I I=1 1=1 I I I I i—I » » » =I I II III= TREE SIZE 5 - 15 GAL. 24 IN. BOX 36 IN. BOX 48 IN. BOX :; PVC CHECK VALVE 3" AND LARGER 18" 24" 26 6" 24 6 �_ _ SWING OR SPRING TYPE - — — — -III NO. OF EMITTERS 3 EA. 4 EA. 5 EA. 6 EA. PVC LATERAL LINE DO — — N ADAPTER "A" (1) PVC-050-IH-8-2MA PVC-050-IH-8-2MA PVC-050-IH-8-2MA PVC-050-IH-8-2MA TO BURIED PIPE OR UP TO PLAN VIEW - N.T.S. PVC MAINLINE PIJ ON GRADE PIPE ADAPTER "B' (2+) PVC-050-IH-1 2-2MA PVC-050-IH-1 8-2MA PVC-050-IH-24-2MA PVC-050-IH-36-2MA PER SPECIFICATIONS SCH. 80 PVC UNION, TYPICAL SCH. 80 PVC SLIP TEE NOTE: *TREES REQUIRING MORE THAN 3 EMITTERS SHALL USE ASSEMBLIES WITH ADDITIONAL NOTE: WITH A SCH. 80 PVC T.O.E. FILTER, SEE SPECIFICATIONS ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. NOTE: COMPONENTS; INCLUDING FITTINGS, ADAPTERS, EMITTERS AND STAKES AS SHOWN ABOVE. FLUSH CAP TO REMAIN IN PLACE UNLESS FLUSHING DRIP LATERAL LINES. NIPPLE, A BRASS THD. ELL PVC SCH. 80 THD. COUPLINGBUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. DETAIL IS FOR THE INSTALLATION OF ROOT BARRIERS ONLY, REFER TO THE TREE DRIP EMITTERS SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO TREE ROOTBALL. A HOSE SHALL BE ATTACHED TO MHT MALE ADAPTER WHENEVER FLUSHING AND A BRASS NIPPLE SCH. 80 PVC NIPPLE, 1" DI DETAILS FOR INSTALLATION INSTRUCTIONS FOR TREES. OF LINES IS PERFORMED TO PREVENT EROSION OF SLOPE MATERIALS. IRRIGATION CONTROL WIRES LENGTH AS REQ., TYPICAL ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANTING LAYOUT. INSTALLATION SPECIFICATIONS. ©CWfll#Pow s.eerey d A-M.Inc.-The P�W 9�e�rseim.aeq*ft tlb a ar.ayr*W ode Ne d.e d Ne LWW%*,°d ddl b.cued wy m Rojas ode d. d It.ag°y Yded W.. ©4r#W S—.y a,1—d.Ne-The pelaid and W*.aW—delayed.0 ua_k°. .Wqh etl under me n a u°Lwd sWe,aW dw b.creed ony an pojeeb u�i.th,ju:dr.Con a u°ogerwy wd Win. © pa S a y a boaocw trc-me Od.W ma ppu,ear® Apk" b m®.k ae mp,*W w W ft 6 d me LOW Rm s W ilia be .d any m praj...4.ne*.kk.d b.uy y bled b". ©CoW*ma S—"a A.o W W_-N pd.,l and T*.mW—d poW.b U. ae cep„glt,a oils nn Ime of me Lwfea slots.°,a M»u.W My m popem oils n°M.M.d a.ag bsa Wd pe,p,ri#tow S—,a Am b.W..-me*tmr6 W T do 600*•M ne.sk art ayrglMl u» tle mn d dw MW stiles� Axe be ores only m propcm oils m A d N ag°y riled b6m. OFT CITY OF TEMECULA °F T CITY OF TEMECULA NO °F T CITY OF TEMECULA NO SCALE °F T CITY OF TEMECULA NO TALE °F T CITY OF TEMECULA NO SCALE U 4 U TREE ROOT BARRIER P 5 TREE DRIP LAYOUT I 9 DRIP FLUSH ASSEMBLY 1 - 11 DRIP REMOTE CONTROL VALVE 1 - 29 °` PIPE AND WIRE 1 - 32 �'r' : �'��.� �•�. . AND WYE FILTER ASSEMBLY . �. TRENCHING �fr� 1989�: FINISHED GRADE IN TURF AREAS SPECIFICATIONS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE a PAVING OR D G PATH W VOLTAGE WIRES, 3 MAXIMUM EDGE. HEAT BRAND "PB" ONTO LID. PERIMETER FRAME A36(unless specified otherwise; ee be ). LOW I Frames I WIRES PASS THROUGH GROOVES IN Material: SEAL CONDUIT ENDS WITH AQUASEAL UNDISTURBED SOIL TUBE LID TO ALLOW LID TO CLOSE ` - - - 3 ,: o Mild Steel ASTM A36(standard) I __-_ -.�� t � X 2"FLAT BAR WATERPROOF ELECTRICAL CONNECTORS FOR �- REMOVABLE CROSS c Stainless Steel grade 304L ( 1 I—•:•:•:•' CLEAN SAND BACKFILL, CLOSE TUBE LID AFTER WIRE ALL WIRE SPLICES, SEE DETAIL SID038 A B C D — SEE SPECIFICATIONS ! UP T a Architectural Bronze,ASTM 8455 IS INSERTED INTO TUBE ! S PC1R o Structural Aluminum,ASTM B221=III I—II wmw " I ATTACHMENT - LATERAL LINES, SEE SPECS. DETAIL 1 -Finish will be natural patina of raw steel _ _ _ - FINISHED GRADE _ —III .... ..... — PRESSURE MAINLINE, SEE _ _ _ _ = IN SHRUB AREAS l (unless specified otherwise; see below). .•....... SPECIFICATIONS III—III-I III- N­"*'*`*"'"*""""­ .. ............ III= _ _ 1-11 POLY TUBE PRE-FILLED WITH =III=III' I=III=III: f'' Finish, =1 I I ::............. ........ 2 �'���'� ' 111= =III=I I III=III FLAT BAR SADDLE n Polyester Powder Coat` " ""' LOCK TABS PREVENT WIRE REMOVAL I I=III= _..--_-_.._......___..-...__ n Liquid Coat(wet paint)* q (=I I ONCE CONNECTOR IS INSERTED AQUA SEAL / VAPOR LOCK Det�li! Color; 120 VOLT ELECTRICAL 24" OPEN END OF CONDUITS *Please specify standard UA color = IN SCH. 40 CONDUIT SCOTCHLOK ELECTRICAL SPRING LOW VOLTAGE CONTROL or mfr. name and color code. WIRE COIL 24" MINIMUM +. Galvanized III=1 I I III, I 1-1 I I, III, III III III PVC SLEEVES TO BE CONNECTOR. WIRES SHALL BE %TYR,SIZED TO TWICE THE DIAMETER PRE-STRIPPED OF 1/2 OF THE o � °W COORDINATE WITH -- Other: SECTION VIEW - N.T.S. OF THE PIPE OR WIRE INSULATION PRIOR TOO INSERTION ° •�o ° 4 o TREE OPENING -Frame is load rated for pedestrian traffic only BUNDLE CARRIED. INTO THE CONNECTIOR. TWIST o BRICK SUPPORTS "' In I (unless specified otherwise; see iaelow). CONNECTOR ONTO WIRES TO a�Pot .�o:ob� 4 REQUIRED PER BOX i I SEAT FIRMLY. DIMENSION A B C D E F G — load Claim (standard) Pedestrian (standard) (I!I I SCOTCHLOK CONNECTOR AND WIRES I i n Light Vehicular I INSERTED INTO TUBE UNTIL THE SCH. 40 ELECTRICAL ! I 38"x 2"x 2"BONING TAB -- H20/HS20 DEPTH BELOW GRADE 24" 36" 36" 36" 6" 24" ::6" CONNECTOR PASSES LOCK TABS CONDUIT WHERE REQ., (BOLT ATTACHMENT ON ONE END, ;' (Additional steel support may be SEE SPECIFICATIONS �' WELD ATTACHMENT ON OTHER•} added for optional load classes, ATTACHMENT LANDSCAPE FABRIC, WRAP Please contact UA for revised cut i UP AND OVER BOX HOLES I DETAIL 2 s ! I a K 2"'FLAT BAR sheet,as necessary.) SECTION VIEW - N.T.S. 3/4" ROCK, 3 CUBIC FT i I I -Typical 1/8"'horizontal gap behveen grate NOTE: i and frame.All visible welds to be ground ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED NOTE: SECTION VIEW N.T.S.- i`I Detail 2 smooth on outside edges. Frames will be I `� true to square or diameter.Top of grate BELOW ALL HARDSCAPE ELEMENTS WITHIN A SCH. 40 PVC SLEEVE. SLEEVES SHALL BE WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. flush with grade of surrounding topping TWICE THE DIAMETER OF THE PIPE OR CONTROL WIRE BUNDLE CARRIED WITHIN, OR NOTE: g 9 g 4" MINIMUM, WHICH EVER IS THE GREATER. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A ALL CONTROL WIRE SPLICES SHALL BE PRE-APPROVED BY TCSD SUPERINTENDENT material(paver,concrete slab,etc.), ALL SLEEVES SHALL EXTEND 24 INCHES BEYOND THE EDGE OF PAVING. WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. PRIOR TO INSTALLATION. -Dimensions are nominal. ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE LOCATION. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES Plan Comments: SLEEVE DETAIL SHALL ALSO BE USED FOR INSTALLATION OF PIPE IN ROCK SOIL. SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. ALL SPLICES SHALL BE MADE USING WATERPROOF ELECTRICAL CONNECTORS. ©CaWgR low S.sney a ft dd.k.-The*Wd and g�erpreedoru o d ft ft irk art mpgl9 W unde the b.e d ft Used%ds,ad ehoM b.wed my m p,.pde order the M.M.d tl.qg y raid bed.. ©Cap/'ight tow%_W a Aemdmn Inc-MM.*t w ed gr*-ere—depl fed.Ah the.mk art-.WOW wile N b"d N Ikd.d 9ds,and M be used mA'm pmjecb under tk M kbm d t/.agenry bled bla.. ©Gp,righl Pow S_—j a esodds kic-The Kwrd and 9-Pt.1-m—d*YM.Mh t..arM om cop'ow undo the en d the LWW Ries and std be cued only m pmpcts u,de N W nkd d the agenry bled Wa.•. CITY OF TEMECULA NO TALE °F T CITY OF TEMECULA NO SCALE °F T G CITY OF TEMECULA NO SCALEANGLE STOCK - ANGLE STOC) PERIMETER PERIMETER FRAME SLEEVE TRENCHING 1 - 33 = WIRE CONNECTOR I 39 = CONTROL WIRE 1 - 40 FRAME;`SIZED TO COORDINATE �rr; lBVrr�y�,819 ` �'r'0Ma:9 ' PULL BOX GRATE • WrrH GRATE THICKNESS. l Tree Grate Frame t �$.o S" S Type MM[if • yp • ,°; 4s° ���4fl Pedestrian Duty CONCRETE SLAB 6"MIN. i•�` ,, Page: 1 of 1 Date: 4/16/I2 R T i Y TYR #3 REBAR EMBEDMENT ANCHOR 6"TYP.OVERALL LENGTH #3 REBAR EMBEDMENT ANCHOR, r..�.�� � r'p �, EQUAL SPACING Founde°1972 DIAL TOLL FREE s 6"MIN. X NOT TO EXCEED 18"O.C.TYP. 4t�5 E.FIFTEENTH 5T. salsutUanaccess°ries.c°m 1 —8 0 0—2 2 7— 2 6 0 0 TACOMA,WA 98421 mvw.urbaan8CCE35driB5.CL MTI AT LEAST TWO DAYS Elevate°.. Isometric BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ALHAMBRA GROUP LANDSCAPE ARCHITECTURE California license #2017 RECREATION FACILITIES PLANNING 41635 Enterprise Circle North, Suite C ,_ Temecula, CA 92590 (951) 296-6802 FAX 296-6803 �l 1530 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �ANDSCgpF DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: _Aj DATE: '0 hkv DEPARTMENT OF PUBLIC WORKS DONq�O q,P�y ✓ VD `'D CITY OF TEMECULA SHEET N0. CONTRACTOR HORIZONTAL � v9 ,, PLANS PREPARED UNDER THE SUPERVISION OF AS SHOWN W 2 0 ACCEPTED BY: DATE: 5' ��> of T oG� CHAPPARAL SOUTH INSPECTOR N/A ' 10-11-19 �' VINCENT DI DONATO DATE: 10-1' -19 PATRICK THOMAS PE o '9� PARKWAY LANDSCAPE IMPROVEMENT PLAN L-4 ' LANDSCAPE ARCHITECT'S NAME DIRECTOR OF PUBLIC WORKS/CITY ENGINEER VERTICAL 9-30-21 F DATE COMPLETED sr EXP. qTF �Fo``u LA NO. 2017 EXPIRES: 09/30/21 R.C.E. N0. 44223 �dfr : lees::: DETAILS N/A OF CAS r°"�• °� 4 OF 4 SHEETS