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HomeMy WebLinkAbout7.2-169 Record Drawing1 TIE -IN TO EXIST. 6" WATERLINE 1 li i I t 1" WATER SERVICE II STA. 45 +32N, 16 +65E 8 "Cif -- 1 a�' 1 I ' 0 i 1 j � 1 I 1 J V 1 i INSTALL DRINK FOUNTAIN C z ynPVC STA. 45 +97N, 16 +83E T- 1 1 pl SWH40P /Pz L- -- - - - - -- - 1 1 1 0 I 0 I + 1f— S i rn i - `7' I C 3 J C5 1 f� _ z i 1 LL 5 LF OF 1 SUFI - _ 0 I � + 1 i ,�_ 0 PVC PIPE - , _ ` Q 1 C� 1 t7? _1. _ __ _ __ .___ _ __ _ . __ _ ___ _� _ _ _ _ _ __ _ ( W _ -;+ I. �.,__ _ ____ '=- + _ i _ __ _ ._ _r _ __ _ _ _ _ _ -_ ._ _�. _ -_ _ _. _ _ _ _ _ __I -_._ __ __ _o__ _._ .__ __ __ _ _.._ _ _ _ _ _ _ NAL R/V�7 _ - _._._- _._._:_._._._._._._._ t _ `' — i '�- / t d I CO _ i DRI : . _ _._ _._._._._._._._._._.- •_•_•_•_._._ INSTALL DRINK- FOONTAIN C --� y _ t _ _. _. Z — — _ _ ._._._._._._._._._._._._._.�._. - - — . - ----- -- - _ STA 49 +74N, 17 ±15E DT i ; ...,�,� = INSTALL DRINK- FOUNiAIN� ~C~' -- — -- -- _ —S 17 - Mt �� w ! TA.i 47 +79N, 115E T 195 LF OF 1" PVC CH 40 PIPE t SCH 40 Pip 1 +I ° 9 LF OF 1" "SD �y II 1 t V \ i 40 PVC PIPE w �i 1 _._ _. �. 19 LF OF 1" PVC SC 40 PIPE 3 LF OF 1" SCH WALL CANAL � CANAL ATt =--� --__ —'° - - --___ --____ -- -���` --LOW CANAL N! F _0H HO H H - - - -OH CANAL R /W ; ' o -o z ; < T I i WATER PLAN - MILL CREEK PHASE 2 i SCA E: 1" = 20' 7 0 10 20 40 I, i 0i Lo FURNISH & INSTALL WATER SERVICE _.._. ___--- .___.__ FURNISH & INSTALL REDUCER , t 1 Lo INSTALL DRINK FOUNTAIN C ♦ O ------ - - - - -- -- -------------- - - - - -i - -- _- - - - - -- - -- - - - -- _ - - - - -- - _- - -- - - - - - -- _ N�C — _ y_._._ -• �- N , - - - - - -- -- - - -- - -- -- - -- - -- -- - - - - _� _ _ - _ _ _ _ - W . 1 STA. 51 +28N, 17 +07E I mo_T- 6 I`N� S TLL DRINK FOU- NTAIN C - STA. 52 +85N,. 16 +97E T a = 1 1 vv w . <• F . 3 LF OF 1" SCH 40 PVC PIPE CANAL WALL O WHARF HYDRANT _162 40 PIPE VW 3 LF pF 1" SCH PV J 158 LF OF 1" PVC SCH LF OF 1" PVC SCHH 40 T'IP`S EXISTING WATER LINE t � 1 1 Q NOTE: ALL 1" & 2" GATE VALVES SHALL W BE NIBCO T -113 -K CLASS 125 BRONZE GATE VALVES WITH A o CROSS HANDLE, OR APPROVED CANAL _ _ - 1 I t -- W z 0 0 Lo 4 J Q/ %- W U oC �--- -x --- �x - , _ _ -- x x x ill x -- — ANAL R/W -- - - - - -- - = — -x• — — ,l ' -- ----._ _.___ _ -- - - - --- Al II'I 4_Cl� f WATER PLAN - MILL CREEK PHASE 2 LEGEND ® FURNISH & INSTALL WATER SERVICE 20 FURNISH & INSTALL REDUCER N FURNISH & INSTALL GATE VALVE & VALVE BOX, SEE NOTE. JIRJ FURNISH & INSTALL IRRIGATION SERVICE FURNISH & INSTALL BACKFLOW PREVENTION DEVICE F_ ' FURNISH & INSTALL DRINK FOUNTAIN L_J 6 D4 EXISTING GATE VALVE �i EXISTING FIRE HYDRANT W EXISTING O WHARF HYDRANT w FURNISH AND INSTALL PVC WATERLINE WITH 30" MIN. COVER w EXISTING WATER LINE — -- --- -- -- -- MATCH LINE Q NOTE: ALL 1" & 2" GATE VALVES SHALL W BE NIBCO T -113 -K CLASS 125 BRONZE GATE VALVES WITH A o CROSS HANDLE, OR APPROVED Q EQUAL. SEE DETAIL p 80 — DT- 4 15 16 17 18 'D + 10 0 OI � � o a N U 2 o .0 U_ tr co r 25 o CD m rn do°' a) E2 '� m W o >, U �co wT •` cfl 00 a- c: T Q co 2m 07 C O 0.r Im 0 Q U ill 0 2. 0 z ci pTg 0< O U co, o O T o m z mo ai r m p Z. O ca d 0 Q OLL U 0 CV Q iFt Ohs w SHEET NO. \ffivo OF �4 4 W c Q Q W v Q Q cc W W III �.. o _z Q �- W %- W U oC U J J iFt Ohs w SHEET NO. \ffivo OF �4 4 z LLJ �j < Z 0 I It LL < U II I pl- m rQ i i J CD it iul I ILI N 0> 0 34-1 u! -ql—+Oo \+ INSTALL DRINK FOUNTAIN Pvc 45LF Fl A rC SCH 40 PIPE STA. 11+54N, 8+97E I ( ; SCAI-E: 1 = 20' 0 11) 20 40 LL 0 Z W 0 w z W ZI EXISTING 0 CY) (-TI w 0 z ------- 0 cl) BUILDING 0 ------- L---------------- + 0 INSTALL DRINK FOUNTAIN C i + 8+00 E-1 STA. 14+ 03N, 8+12E tr) --------- — T T ----------- ----------- CAN AL -x 15ormum SCH 40 PIPE CC W i 0 — — — ------------- - --------------------- CANAL - — - — - — - — -- - — - — - — - — - L - - - - - - - - - - - LOW CANAL I I i I EMT-. -UN-[V NAL ATE & CONNtul Iv`- EXIST. BORED PIPE F-1 i I < 14 LF Or 4 SCH 40 PIPE i �SZPJPE= -- OF 2" PVC PVC f. _j,8 LF OF I 46PIPE 8+00 E'- w 1136H -SCH —407f5I—PE-­---- V) i-- PVC 103 LF OF z rr ....................... z 1-- + 0 0 0 + 0 T— I CD 1 65 LF OF 6 LF OF 2- PVC CH 40 PIPE INSTALL DRINK FOUNTAIN C I L j C INSTALL DRINK FOUNTAIN 84 00 Lu STA. 15+64N, 8+09E I 0 4- STA. 1,h+37N, 8+08E �QT- T— S 63N, 8+08E 0 0 EXISTING 0 + c/) z 0 + BUILDING (o w R w M w w Z 8 L.F w w _j < 0 I F"m SCH 40E- 01i W 66-LF'O'F-r- CH 40 PIPE OLill iL L.L 0- 691F OF V PVC SCH 40 PIPE CC) Cc SCH VC 40 PIPE m < 2 �,, ;;a rT I n r A17 r LOC�TE OF & CONNECT TO END EXIST. BORED PIPE II I pl- m rQ i i J CD it iul I ILI N 0> 0 34-1 u! -ql—+Oo \+ INSTALL DRINK FOUNTAIN Pvc 45LF Fl A rC SCH 40 PIPE STA. 11+54N, 8+97E I ( ; SCAI-E: 1 = 20' 0 11) 20 40 LL 0 Z W 0 w z W ZI EXISTING 0 CY) (-TI w 0 z ------- 0 cl) BUILDING 0 ------- L---------------- + 0 INSTALL DRINK FOUNTAIN C i + 8+00 E-1 STA. 14+ 03N, 8+12E tr) --------- — T T ----------- ----------- CAN AL -x 15ormum SCH 40 PIPE CC W i 0 — — — ------------- - --------------------- CANAL - — - — - — - — -- - — - — - — - — - L - - - - - - - - - - - LOW CANAL I I i I EMT-. -UN-[V NAL ATE & CONNtul Iv`- EXIST. BORED PIPE F-1 i I < 14 LF Or 4 SCH 40 PIPE i �SZPJPE= -- OF 2" PVC PVC f. _j,8 LF OF I 46PIPE 8+00 E'- w 1136H -SCH —407f5I—PE-­---- Lu i-- PVC 103 LF OF rr ....................... w- 1-- U) Ir Ill N) CD 1 65 LF OF 6 LF OF 2- PVC CH 40 PIPE w z INSTALL DRINK FOUNTAIN LL 0 Lu STA. 15+64N, 8+09E I 0 4- 4 G ------ 0 0 0 EXISTING 0 + c/) z 0 + BUILDING (o w R w M w LLa co 0 + PLAN — MILL CREEK PHASE 4 K—A—"� 5:0) ILL cx rIN [— 8+00 E'- Lu Lu rr __-- • -• -•- -- N1 1-- U) Ir Ill LOCATE & !C -0 N-'N-'-E-C'- f TO END OF EXIST.-------- 65 LF OF 6 LF OF 2- PVC CH 40 PIPE w z INSTALL DRINK FOUNTAIN LL 0 STA. 15+64N, 8+09E I 0 4- z ------ 0 0 0 EXISTING 0 + c/) z 0 + BUILDING (o w R w [— 8+00 E'- w c/) __-- • -• -•- -- N1 ILL 104 LF OF 1" EE L PVC S I A Ir Ill LOCATE & !C -0 N-'N-'-E-C'- f TO END OF EXIST.-------- 65 LF OF 6 LF OF 2- PVC CH 40 PIPE w z (/) BORED PIPE fr 0- W 0 n V < < w M w w Z u- w w _j < 0 ow co W OLill iL L.L 0- Imr Cc < 2 �,, I n r A17 r 0 5 LF OF 2" PVC SCH 40 PIPE -H 40 PIP& CH 40 PIPE 194 LF OF 2"PVC.SI, Allil ITIT� I ....... . 9-r.00 E 6 LF OF VPVC INSTALL DRINK FOUNTAIN /--C--� SCH 40 PIPE STA. 1$ +07N, 8+94E 1pj-Y I I ME u- cn + t2 0O w m L ------------------ -------------- --a----------------------- z Q --------- ---- ------- :*! ----------- ------------------------- ------------------------- ------•------------ -- 86 LF OF 2" PVC SCH 40 PIPE TIE-IN TO EXIST. 0 00 E WATERLINE 1r i KIAI ilk/All I All .............. LF OF V PVC 40. 194 LF OF 2" PVC SCH 40 PIPE aCII Iwo 'w w L .......... -- .. - — -- — ---- - — -- — - CANAL R/W z z ----- z 0 (D INSTALL DRINK FOUNTAIN/*'-C� 0 0 r IRRIGATION SERVICE 1 0 I + STA. 17+32N, 8+05E -T-1 CANAL R/W + STA. 19+36N, 7+99E CO 00 — 6 LF OF 1" PVC PIPE SCH 7g _SCH4_0 PIPE ---- iO L] w 203 LF OF 21555 C SCH 40 PIPE w— ks.,— CAffA—LWA---- F 1' INSTALL DRINK FOUNTAIN ILL PVC SCH SCH I` 5i"M 1 40 PIPE STA. 19+62N, 8+00E *raft EXIST. UNLINED CANAL LW CANAL - - - - - - - - - - - - - - - - - -7-6- INSTALL DRINK FOUNTAIN \QL-Y STA. 19+41N, 8+78E *Mom 72,LF OF E PVC SCH 40 PIP 6 LF OF V PVC 221 LF OF 14 PVC SCH 40 PIPE SCH 40 PIPE. omm -a- 210f 5LFOF2" PVC SCH OPIPE FOR IRRIGATION S ICE INSTALL DRINK FOUNTAIN 0 fv STA. 17+30N, 8+92E Q -T-Y CANAL R/W PLAN — MILL CREEK PHASE 4 10 1i 12 13 14 1,5 16 1 18 19 )o 21 22 23 24 25- 26 27 ---- 79 )8 2 6, aL Aar 0 co itCc _0 co co co M U op �o CD co u- aj c: -g co w 0 Clot m co co w oco C 0 2 0 JC6 0 c: C> 0 a- c 0 a) 0 c: 0 cr a) led 0 LL c\l cG c\j Cc, ciol 0) ir cc C.) z o cfl 5 a) w o = 0 < ( -I LL 00 70 0 tA SHEET NO. mEff o OF 4 c/) N1 n Ill V d: cr- z (/) < fr 0- W fr n V < < w M w w Z u- _j < 0 \,eo W w Cc 70 0 tA SHEET NO. mEff o OF 4 S ALE: 1" = 20' 7%= 0 10 20 40 O n r / 12 +00 E ! —U— . E . ---- -- ------ --- --. "S" STREET <I I PLAN - MILL CREEK PHASE 5A OD N U cr 0 U cr T V o� � ID c ca (j o ` r U cl) 00 LLJ 'D � M M q T ` m VJ c Q 0 m C O a Q U CO N 0 C O N N !U 11 12 13 14 15 16 .a 21 22 23 24 25 OD N U cr 0 U cr T V o� � ID c ca (j o ` r U cl) 00 LLJ 'D � M M q T ` m VJ c Q 0 m C O a Q U CO N 0 C O N LO -- ------------------ W i t� LU W _PVC T .(l) w ono X �. 4UAVC V) 4A SHEET NO. -- i —OH OH -- Q �"✓✓✓ i i i OF y_ �a 28 { 29 30 N !U O Z LL N Np i m p U °m O o p W ¢ c o r m a ai f d p Q O LL �U O Q Lo W Q J a- W LL CC z 0- tr CL v cc Cc w m w z_ LL Q V U � U LO -- ------------------ W i t� LU W _PVC T .(l) w ono X �. 4UAVC V) 4A SHEET NO. -- i —OH OH -- Q �"✓✓✓ i i i OF y_ �a 28 { 29 30 v 3. L ' / �� W \ U) CL r I r � r w/ U) W W U) , `../ \ \ e N O �z z �o mc-) �(n Nw Z OJ m N� mom¢ HALF OF HALF OF REQ'D AREA REQ'D. AREA —� [CROSS CROSS D D � V O d. tla a AREA SAME --� i AS WELL i WELL REDUCER AREA SAME AS TEE PLUG -AREA SAME AS PLUG 22 1/2-ELL VALVE ANCHOR #4 REBAR ANCHORS THRUST BLOCK SCHEDULE BEARING AREA, SF PIPE SIZE TEE OR PLUG 90`ELL WELL. 22 1 /2-ELL 4" 2 2 2 1 NOTE: ALL THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL, CONCRETE SHALL BE PLACED BEHIND BELLS OF FITTINGS. BEARING AREAS SHOWN IN TABLE ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF. TYPICAL THRUST BLOCKS APPLIES TO LILIES 4" & LARGER 1Q PLAN - MILL CREEK PHASE 5B w I i I 1 i 1 i 1 i I 1 1 — i I t 1 i t 1 It i i 1 i t ' i ! I } 1 i i 1 i ' i I —'--'\--- CENTRAL PARK IMILL CREEK PH. 1 { I S i ii i 1 I li i cf) ! 1 I ml D 1 EXISTING + i I PEDESTRIAN PLAZA i i 1 i i i { 1 i t f W SCALE: 1 " = 20' 7L=7mm%m 0 10 20 40 :• .) -)6� j l - N W U [r cl a m U_ ir co s { e i k I i �f Ij O ,, i` �_Ql X. 5' 0 CULVERT i§ N X n Q f� i •mm ff f 7 1 1 i f k 1 i 1 I el ;� f w I i I 1 i 1 i 1 i I 1 1 — i I t 1 i t 1 It i i 1 i t ' i ! I } 1 i i 1 i ' i I —'--'\--- CENTRAL PARK IMILL CREEK PH. 1 { I S i ii i 1 I li i cf) ! 1 I ml D 1 EXISTING + i I PEDESTRIAN PLAZA i i 1 i i i { 1 i t f W SCALE: 1 " = 20' 7L=7mm%m 0 10 20 40 :• .) -)6� j l - N W U [r cl a m U_ ir c 0 d 0 a co U L In `' c O ,, W 0 ro p - �Z5� i§ N X n Q d •mm W O .j U-A co co CIS c,) LL V o? C r, ` O :2 < �c Iz O O � LL N (� 61 p 0 U53 oo <o m c 0 d 0 a �i N �� �V SHEET NO. muo,-- OF 4 co LID W 0 ro p CD d 0 z W a� LL z c/) < <I- Iz n w LL N (� 61 p 0 U53 oo <o p C C 0CD zm hi g a @ 0 5 0 Q (1 O LL U as p �i N �� �V SHEET NO. muo,-- OF 4 co LID W CD d W LL z c/) < <I- Iz n w CL y 61 W r� m W LL _z Q 0 J S W _ U cc U J �i N �� �V SHEET NO. muo,-- OF 4 F-- LL u- C!� N VALVES FOR THIS PHASE SHALL BE CONNECTED TO EXIST. CONTROLLER LOCATED IN BOOSTER PUMP AREA. RUN ALL WIRES FOR VALVES THRU EXIST. SLEEVES TO CONTROLLER. VERIFY WITH C.O.B. AND ON SITE W Z J U H Q — - - -- - • — • —to gv 1 vI N 1..VV/'1 I IVIVt7 M e yer M� Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661 - 836 -9834 FAX 661 - 836 -9761 Approved By Richard D. Meyer RCE 28104 13 14 15 16 tab. iii 04 f*ut --w Take / -if -Oy Life as it shoul Date 1 19 Mill rs ield d be. 9 14DSSCAA \� Cot I I* CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 2 IRRIGATION PLAN T 25 i 26 77 00 -L NWO 411 It SHEET NO. �°� OF I' G7 C7 I r-211, /1 's I , IOICJW�m 0 I 2 Vii® 1 I v PROPERTY OWNER'S IRRIGATION SYSTEM. FOR BID ALTERNATES ROUTE IRRIGATION AS SHOWN. -L CREEK PHASE 5A IRRIGATION-PLAN .ate. NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS 12/10/08 1 IRRIGATION MAIN LINE Rev. No. I Date Revision Description Approved By meye.,,-r ECivil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661 -836 -9834 FAX 661 -836 -9761 12 13 14 1 �p tZSCgp ,y � AD 0 0 0 m Re e Da ateA� q� Df CAL�F�� se`a' !' -�� r� CITY OF BAKERSFIELD SHEET No. Ill �! MILLtREEK LINEAR PARK PHASE 5A ° a e ns ie - TI PLAN of t-t�•a�► Life as it should be. IRRIGATION Richard D. Meyer RCE 28104 Date 5 16 17 i8 19 20 21 22 23 24 25 26 2 28 29 30 PM: RDM Drawn By: RA AutoCAD File: COB08002LS1 File No: LANDSCAPE COB08002 ARCHITECTURE Date: RALPH ADAME A.S.L.A. #2000 1/15/09 12/10/08 1 IRRIGATION MAIN LINE Rev. No. I Date Revision Description Approved By meye.,,-r ECivil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661 -836 -9834 FAX 661 -836 -9761 12 13 14 1 �p tZSCgp ,y � AD 0 0 0 m Re e Da ateA� q� Df CAL�F�� se`a' !' -�� r� CITY OF BAKERSFIELD SHEET No. Ill �! MILLtREEK LINEAR PARK PHASE 5A ° a e ns ie - TI PLAN of t-t�•a�► Life as it should be. IRRIGATION Richard D. Meyer RCE 28104 Date 5 16 17 i8 19 20 21 22 23 24 25 26 2 28 29 30 MATCH SEE _ i � II v 7 t IRRIGATION PLAN -MILL CREEK PHASE 5A 1 " =20' v111111111m I 1%1�j NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS Meyer CECivE il Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661 - 836 -9834 FAX 661 -836 -9761 Approved By 1'f 12 13 14 Nn.,W04 50.3441,!0 11 �VCAT .23 Ht- uq Life Richard D. Meyer RCE 28104 Date 16 1 18 19 Mill akers ie td as it should be. 00;' CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A IRRIGATION PLAN -- 7. t �q 23 24 25 26 2 28 29 �ANOSCAfj P No 2 , iu OF CALF SHEET NO. F 15 n IRRIGATION PLAN M11 I CREEK PHASE 5A NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS 12/10108 IRRIGATION MAIN LINE Mill PM: 11cy,Q4 RDM " � �'# Drawn By: 1 RA m y Lk AutoCAD File: COB08002LS1 CE Civil Engineering, Inc. # a ers ie File No: LANDSCAPE COB08002 110 S. Montclair St., Ste. 104,. Bakersfield, CA 93309 !�!�•o Life as it should be. ARCHITECTURE 100; Date: Phone 661 - 836 -9834 FAX 661- 836 -9761 Richard D. Meyer RCE 28104 RALPH ADAAAE A.S.L.A. #2000 Date 1/15/09 Rev. No. Date Revision Description Approved By 10 1 1 12 14 15 16 17 18 19 20 21 22 13 �NDSCgp'i� r'��,kOA D- 4 00 Re � STq� C OF CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A IRRIGATION PLAN Z-) 1 U� 25�— 26 27 28 29 40 T 1 SHEET NO. R'0 LJ 0 OF 5 !l r 1 NEW 1- 8" AND 1- 4" SCH 40 PVC SLEEVE NEW 4" WATER MAIN AN CONTROLLER WIRE AT THIS LOCATION. CITY FORCES TO INSTALL SLEEVES TO 5' BEYOND EACH SIDE OF THE CURB LINE. IRRIGATION PLAN -MILL CREEK PHASE 5B 11 " =20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS 1 12110/081 IRRIGATION MAIN UNE Rev. No. I Date I Revision Description Approved By M. Meyer ECivil Engineering, Inc. 110 S. Montclair t., Ste. 104, Bakersfield, CA 93309 Phone 661- 836 -9834 FAX 661- 836 -9761 v t NO. seta Richard D. Meyer RCE 28104 Date Mill ake rs ie -- Life as it should be. i 16 1 18 T . _ _ 20 21 22 'LOCATION. 4 SHEET L -8 CONTROLLER SHT. L -9. BOOSTER PUMP ,TION PROVIDED :.O.B. VVITH EXIST. nON, VERIFY ;RIGATION ATION LINE SYSTEM. WITH RENT 40 PVC PARK SITE) V SITE AND 'ARTMENT CSCAPj Re Dat ate STq� OF CPS -�F�� CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5B IRRIGATION PLAN 7.2- M 24 25 26 2 28 29 30 SHEEP NO. � L"512 F �5 It LANDSCAPE SCHEDULE SYM SIZE BOTANICAL NAME COMMON NAME MODEL NO. PSI TREES QRR 36" QUERCUS RUBRA RED OAK QVS 36" QUERCUS VIRGINIANA SOUTHERN LIVE OAK QLV 36" QUERCUS LOBATA VALLEY OAK KPG 36" KOELREUTERIA PANICULATA GOLDENRAIN TREE PCC 36" PISTACIA CHINENSIS CHINESE PISTACHE LTT 36" LIRIODENDRON TULIPIFERA TULIP TREE PCF 36" PRUNUS CERASIFERA'K. VESUVIUS' FLOWERING PLUM LIR 36" LAGERSTROEMIA INDICA'RUBRA' RED CRAPE MYRTLE LIW 36" LAGERSTROEMIA INDICA'NATCHEZ' WHITE CRAPE MYRTLE COO 24 ",36" CERCIS OCCIDENTALIS'OKLAHOMA' REDBUD PKE 36" PYRUS KAWAKAMI EVERGREEN PEAR LSR 36" LIQUIDAMBER STYRACIFLUA'ROTUNDILOBA' AMERICAN SWEET GUM FOF 24 ",36" FRAXINUS ORNUS FLOWERING ASH PAC 36" PLATANUS ACERIFOLIA'COLUMBIA' LONDON PLANE TREE SJJ 36" SOPHORA JAPONICA JAPANESE PAGODA TREE UPC 36" ULMUS PARVIFOLIA CHINEESE EVERGREEN ELM APA 36" ACER PALMATUM'ATROPURPUREUM' RED JAPANESE MAPLE I CH 1G GROUNDCOVERS TRACELOSPERMUN JASMINOIDES STAR JASMINE 12" O/C FR 5G FICUS PUMILA CREEPING FIG 1812 - SAM - PRS -10H 30 POP UP SPRAY SPRINKLERS FLTS GAZANIA REPTANS 'MITSUWA YELLOW TRAILING GAZANIA 8" O/C RAINBIRD 1812 - SAM - PRS -10VAN 30 1G LIROPE MUSCARI "MAJESTIC' LILY TURF 12" O/C ADJ RAINBIRD 3504 -PC- SAM -3.0 FLTS ANNUAL COLOR SEASONAL COLOR 6" O/C TURF m 1/4 RAINBIRD SOD - AGA, VERIFY WITH C.O.B. VALVE NUMBER VALVE SIZE IRRIGATION SCHEDULE WATER DEMAND SYMBOL QUAWIY SIZE SYM SIZE BOTANICAL NAME COMMON NAME MODEL NO. PSI SHRUBS SR 5G STRELITZIA REGINAE INDIA HAWTHORNE MI 5G MORAEA IRIDIOIDES BIRD OF PARADISE AO 5G AGAPANTHUS ORIENTALIS LILY OF THE NILE HY 5G HEMEROCALLIS FLAVA YELLOW DAYLILY HO 5G HEMEROCALLIS FULVA ORANGE DAYLILY PT 5G PHORMIUM TENAX NEW ZEALAND FLAX BT 5G BERBERIS THUNBERGIANA'CRIMSOM PYGMY' JAPANESE BARBERY MI 5G MORAEA IRIDIOIDES BIRD OF PARADISE MA 5G MAHONIA AQUIFOLIUM 'ORANGE FLAME' OREGON GRAPE GJ 5G GARDENIA JASMINOIDES'VEITCHII' JAPANESE GARDENIA PF 5G PHOTINIA FRASERII PHOTINIA SR 5G STRELITZIA REGINAE BIRD OF PARADISE CJ 5G CAMELIA JAPONICA CAMELIA BS 5G BOUGAINVILLEA'SAN DIEGO RED' BOUNGAINVILLEA LM 5G LIRIOPE MUSCARI 'MAJESTIC' LILY TURF RO 5G ROSEMARINUS OFFICIANALLIS ROSEMARY FC 1G FESTUCA CINEREA BLUE FESTUCA CH 5G COTONEASTER HORIZONTALIS ROCK COTONEASTER FR 5G FICUS PUMILA CREEPING FIG SYM SIZE MANUF. MODEL NO. PSI COMMENTS 0 1/4 RAINBIRD 1812 - SAM - PRS -15Q 30 POP UP SPRAY SPRINKLERS A 1/2 RAINBIRD 1812- SAM - PRS -15H 30 POP UP SPRAY SPRINKLERS 0 ADJ RAINBIRD 1812 - SAM - PRS -15VAN 30 POP UP SPRAY SPRINKLERS END RAINBIRD 1812 - SAM - PRS -15EST 30 POP UP SPRAY SPRINKLERS V SIDE RAINBIRD 1812 - SAM - PRS -15SST 30 POP UP SPRAY SPRINKLERS ® 1/4 RAINBIRD 1812 - SAM - PRS -12Q 30 POP UP SPRAY SPRINKLERS 8 1/2 RAINBIRD 1812 - SAM - PRS -12H 30 POP UP SPRAY SPRINKLERS ® ADJ RAINBIRD 1812 - SAM - PRS -12VAN 30 POP UP SPRAY SPRINKLERS 13 114 RAINBIRD 1812 - SAM - PRS -100 30 POP UP SPRAY SPRINKLERS 19 1/2 RAINBIRD 1812 - SAM - PRS -10H 30 POP UP SPRAY SPRINKLERS ID ADJ RAINBIRD 1812 - SAM - PRS -10VAN 30 POP UP SPRAY SPRINKLERS 0 ADJ RAINBIRD 3504 -PC- SAM -3.0 35 TURF POP UP ROTORS m 1/4 RAINBIRD RSW -BG -- ROOT WATERING SYSTEM - TWO PER TREE C ADJ RAINBIRD 130OA -F 30 ADJUSTABLE BUBBLER, INSTALL ON 6" FLEX RISER 1" & 1 1/2" RAINBIRD PEB -PRS -B SERIES __ VALVES- INSTALL IN LOCKING BOXES, ONE VALVE PER BOX 2" WILKINS PHASE 4 - 975 SERIES PHASE 4 BACKFLOW PREVENTOR - SEE SHEET L -8 FOR LOCATION x POINT OF CONNECTI SEE SHEET L -8 FOR P SEE SHEET L -12 FOR I N - SEE PLANS FOR LOCATION ASE 4 POINT OF CONNECTI 1HASE 5B POINT OF CONNECTION DN PHASE 4 - SEE SHEET L -8 FOR POINT OF CONNECTION PHASE 5B - SEE SHEET L -12 FOR POINT OF CONNECTION ® RAINBIRD PHASE 4, CONTROLLER 'IT: ESP- 24SAT -2S PHASE 56, CONTROLLER -C!: ESP- 32SAT -2S — PHASE 4 - SEE SHEET L -8 FOR CONTROLLER LOCATION. SEE NOTE #10 PHASE 513 - SEE SHEET L -12 FOR CONTROLLER LOCATION. SEE NOTE #10 PACIFIC WESTERN CL 200 PVC — LOW PRESSURE LATERAL LINE PACIFIC WESTERN PHASE 4 - 2" SCH 40 PVC PHASE 56 - 4 "'0' RING CL 200 PVC & 2" SCH 40 PVC _ HIGH PRESSURE MAIN LINE - SEE IRRIGATION PLANS FOR LOCATIONS 1" RAINBIRD 44 LRC -- QUICK COULPERS IRRIGATION NOTES LANDSCAPE NOTES 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. SEE SHEETS L -14 & L -15. 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS W/O APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER AND THE CITY OF BAKERSFIELD. 3. CONTRACTOR SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE W/ CITY OF BAKERSFIELD STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY ENGINEER. 5. PLACE ALL TREES BEHIND'LINE OF SIGHT.' VERIFY W/ CITY OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL CITY ACCEPTANCE, CONTRACTOR SHALL APPLY PRE - EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR 7. ALL LANDSCAPED AREAS WITHOUT A WALL AT BACK OF LANDSCAPED AREAS ALONG STREETSCAPE SHALL HAVE A CONCRETE MOWSTRIP AT BACK OF LANDSCAPE AREA. SEE DETAIL O -O, ON SHEET L -14. VERIFY WITH C.O.B. 8. ALL AREAS TO RECEIVE LANDSCAPING, SHALL RECEIVE A 3" LAYER OF REDWOOD BARK. SUBMIT SAMPLE TO C.O.B. RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 9. ALL TRES SHALL RECEIVE DEEP ROOT BARRIERS. INSTALL SIZES AS REQUIRED FOR SIZE OF TREE. INSTALL AS PER C.O.B. SPECIFICATIONS. 10. CONTRACTOR SHALL REMOVE ALL NURSERY STAKES FROM ALL TREES AT COMPLETION OF PLANTING. VERIFY WITH CITY OF BAKERSFIELD. .PLANTER P -13 EA. POTS SHALL BE MODEL W-22"-A-22"-S-16-SK-2" CENT.- SAUCERS AS MANUFACTURED BY DURA ART STONE, (909) 797 -9000, (800) 821 -1120, FONTANA, CA. 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 2. THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS W/O THE APPROVAL OF THE OWNER, THEIR AGENT, OR THE LANDSCAPE ARCHITECT. 3: ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE W/ MINIMUM OR NO OVERSPRAY. LANDSCAPE ARCHITECT SHALL HAVE FINAL APPROVAL. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMATIC AS INDICATED. 5. ALL IRRIGATION RUNNING UNDER WALLS OR PAVING SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. ALL SLEEVES SHALL BE MIN. 2 TIMES LARGER THAN IRRIGATION LINE. 6. ALL SYSTEMS DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 7. ALL IRRIGATION VALVES, QUICK COUPLERS & GATE VALVES SHALL BE INSTALLED IN LOCKING PLASTIC VALVE BOXES, AMETEK OR EQUAL, ONE VALVE PER BOX. SEE DETAILS, SHEET L -14 FOR INSTALLATION INFORMATION. 8. OWNER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN DIAGRAMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK UP. 9. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 10. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES. ENCLOSURES SHALL BE RAINBIRD MODEL #ESP- MC -SS. INSTALL AS PER C.O.B. SPECIFICATIONS. 11. ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE 12" STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" ROUND BOXES, AMETEK OR EQUAL (PER C.O.B.). 12. LANDSCAPE CONTRACTOR SHALL INDICATE LOCATIONS OF ALL SLEEVES BY CHISELING A MARK ON THE FACE OF THE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE OF MARK. 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE AND THE SECOND WILL BE A SPARE. VERIFY WITH C.O.B. 14. INSTALL LASCO'T' - SERIES SWING JOINT ASSEMBLIES ON ALL IRRIGATION HEADS AND BUBBLERS. 15. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCH. 80 UNION, SAME SIZE AS THE VALVE, DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY FOR EXACT DIMENSIONS. 16. CONTRACTOR SHALL PROVIDE AND INSTALL RAINBIRD VALVE TAGS, MODEL #VID 1Y24, TO ALL VALVES IN BOXES. VERIFY WITH C.O.B. 17. CONTRACTOR SHALL INSTALL 6' POP -UPS AT TURF AREAS AND 12" POP -UPS AT SHRUB AND GROUNDCOVER BEDS. VERIFY WITH C.O.B. Fj Meyer CE-Civil Engineering, Inc. 110 S. Montclair t., Ste. 104, Bakersfield, CA 93309 Phone 661 - 836 -9834 FAX 661- 836 -9761 Rev. No. Date Revision Description Approved By 10 11 12 13 14 1 Richard D. Meyer RCE 28104 J.. �:.ts� � .clv� .. Date 18 Mill ♦R Takel.rS., teCd Life as it should be. NOTE: ADJUST ALL IRRIGATION AND LANDSCAPE ITEMS TO BOUNDARIES OF COBBLE AND BOULDER GROUPS WHEN THEY OCCUR ADJACENT TO OR WITHIN PLANTERS. REFER TO SHEETS BC -1 THROUGH BC -3 FOR COBBLE AND BOULDER DETAILS. ,. CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PLANTING AND IRRIGATION SCHEDU �pNDS�C pH AD tf - �n WE R D 1 cS'J Date \P OF CAUF��� SHEET NO. , 40 LES OF O �o t x a