The URL can be used to link to this page

Home My WebLink About1568-L DEVELOPER/OWNER LANDSC. APE ARCF11 I ECTURAL PLANS CITY of RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE HAVEN AVENUE IMPROVEMENTS RANCHO CUCAMONGA, CA 91729 BETWEEN BASE LINE ROAD & CHURCH STREET GENERAL FUND VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN _ _ = _ u > L-3 CONSTRUCTION PLAN - �: GENERAL NOTES: I LOWTA ti I VALENCIA L-4 CONSTRUCTION PLAN r c, Q I A e RAVCHO A 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 8. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING S CT I cr Lr I ; .� ° R' cevTxRL AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: JNEI n d `. oioo I "` ' `�� '. isrre OF THE LANDSCAPE ARCHITECT AND THE CITY. L-5 IRRIGATION PLAN < PPR s._ Y u• a�� BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB x ` cT < : ' s _ I 1 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS - 8"WIDE X 6" DEEP CONCRETE HEADERS L-8 IRRIGATION PLAN > A DER Yc� •arr F ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY MAINTAINED TURF AND ANY PRIVATE MAINTE il <. t ST Q Z t >W W �9 . NANCE- 8'WIDE X 6"DEEP CONCRETE HEADERS L-7 IRRIGATION PLAN 3. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE LL §kj t PA , PKO Kro f ,;1,k WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC NANCE - 6"WIDE X 6" DEEP CONCRETE HEADERS _ _ s, �, a ° _ LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE- L-8 IRRIGATION DETAILS CANnyvMorl J. sT ?t aw I LAW. 6" WIDE X 6" DEEP CONCRETE HEADERS L-9 PLANTING PLAN cA,�p�l/.y y 4. > i t;5 ff-P_ > STM' P� r7ppo[ o ' � sT G X-:1'� �, CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION 9. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: LANGSTON ST = < A E'r t �� WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE L-10 PLANTING PLAN ��_ L W s > ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 MLOCIr R EWOCK ST �WEVIOCK ' CONSTRUCTION JAMES FREI i , I ASH ST `��, 5, eoo ae3 3oao L-11 PLANTING PLAN _ � AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS B. GENERAL TELEPHONE ( ) L-12 CONSTRUCTION & PLANTING DETAILS K 57i _ _ > ( � K REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL $ 'IL g srJ ►► PROJECT SITE RECOMMENDATIONS FROM THIS REPORT SHALL SUPERN EDE SOILS C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 __ — — _ — — — ———— + — IV AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. �TAcw cT ESTACU T I 6. D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591 UJI 10100 asoo FOOTHILL I APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED 9641 SAN BERNARDINO ROAD PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RANCHO CUCAMONGA, CA 91730 IPT < a< o o rt' RECOMMENDATION. < "it ST"I E. METROPOLITAN WATER DISTRICT (909)593-7474 7. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE � w � < ( > ,� s a, �� DUPONTST `r I+SHOW OAKS ow DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER F. COMCAST (909)983-9895 cE►LIsE s, r 1. ©OAlitt` 760-438-0525. PORT ON OF RED HILL) 17 UZz P ST S la VMf*w PANOP PI, ONTARIO, CA 91762 RI RDWOCT a aAN wlc�a n r ' I i la CORON•,00 o" °" w — — — —— r G. MARKS CABLEVISION (800)566-2757 FOOTHILL BLVD. #F120 RANCHO CUCAMONGA, CA 91730 H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 � 7951 REDWOOD AVE. ¢ FONTANA, CA 92336 N.T.S. MAINTENANCE RESPONSIBILITY MAP CONSULTANTS LANDSCAPE ARCHITECTURE SITE PLANNING -AAF q 10630 Town Center Dr. Suite 128 Rancho Cucamonga o� CA 91730 (909) 484-2800 Fax (909) 484-2802 rF Of C Richard Krumwiede CA Lic. #2834 AZ Lic. # 29115 W Lic. # 446 LANDSCAPE QUANTITIES C�C�O O � LANDSCAPE MAINTENANCE AREA IZEvLSE j7t11NTING LEVEtvD ON $KT L -9, L- io , L- it I To REFL_�C.T 1= CST Y1/ " C> DESCRIPTION OF REVISION DATE APPROVED TOTAL S.F. NON-TURF LANDSCAPE AREAS: 38,410 S.F. CITY of RANCHO CUCAMONGA TOTAL S.F. EXCAVATION AREA (FUTURE COBBLE AREA). 26,075 S.F. ►� d w _ Z - 4.4 O HAVEN AVENUE STREET IMPROVEMENTS w TOTAL S.F. EXISTING CITY SIDEWALK. 14,895 S.F. U HAVEN AVENUE m � BETWEEN TOTAL S.F. OF ALL AREAS (INCLUDING CITY 79,380 S.F. BASE LINE ROAD & CHURCH STREET SIDEWALK: ~ 1 .8 ACRES ~ U TOTAL ACRES (INCLUDING CITY SIDEWALK): TITLE SHEET TOTAL STREET TREES PER STREET: APPROVED BY: DATE : , �.( R E N0 . 24953 BRACHYCHITON POPULNEUS (50) 15 GALLON CITY ENGINEER C DESIGN ARCHITERRA DESIGN GROUP NDED LANDSCAPE ARCHITECTURE MAGNOLIA G. 'ST MARY'S' (30) 15 GALLON JAK SITE PLANNING' NORT DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET RANCHO CUCAMONGA, CA 91730 JRG (909)484-2800 FAX: (909)4842802 L-1 N.T.S. CHECKED DRAWING NO. DATE RLA NO. 2834 SHEET L-1 L-1 OF 12 ALLOWABLE GRADES : CONSTRUCTION NOTES : 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS NOTES DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR 1 SLOPE IN TURF AREAS GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING a BETWEEN CURB AND SIDEWALK/TRAIL - 2% DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE b BEHIND SIDEWALK/TRAIL - 2% TO 51 MAX 111 OCCASIONAL SLOPE VARIATIONS OF UP TO 41 WILL BE ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEERS APPROVAL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO 2, SLOPES IN SHRUB/GROUND COVER AREAS GIVE SUCH NOTIFICATION. Q a BETWEEN CURB AND SIDEWALK/TRAIL - 2% b BEHIND SIDEWALK/TRAIL - 2% MIN TO 31 MAX 111 OCCASIONAL SLOPE VARIATIONS OF UP TO 21 WILL SE PERMITTED 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. PROVIDED WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. THAT SUCH SLOPES OVER 31 DO NOT EXCEED 12' IN VERTICAL HEIGHT CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED O 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 1 10 9 5 11 4 9 2 1 10 6 BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER 1 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH 1 �oo ,0 LU OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION / 00 z OPERATIONS. 00 4. GROUND COVER AREAS NOT TO EXCEED A 3:1 MAX. SLOPE. LIMIT OF WO K 00 LLI 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER 00 PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. � 1 /� 1` � / 1 1 f M % GR W 1 P.A. ♦♦ f / t ♦ 21•/ / P.A. ' 24" 0 Q OVNp 6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY m 1 '4 , 24• 24• �' Y4• �� r ' P.A. E CO COMPACT 3,•� SPECIFICATIONS.UBGRADE AND PROVIDE SUBSURFACE PREPARATION PER y, W "' �yJ - A OUTSIDE PUBLIC R.O.W. :.: :. q :' N :. 24 TURF M OD> : := ............. ................... :: .. W 1 , r m00 X. 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS q o :. ..-......- .,.... A X24• 24' 00 1 ` TO REDUCE DIPS, ABRUPT CHANGES, AND SHARP TRANSITIONS. °°. ...,.. 38• P.A. 11 : � _ 8. ALL WALKS AND CURBS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE z »111.14 T.C. p % TURF, SHRUB AND GROUND COVER 29. ► N, APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO ::- _l i,,, ,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,, �� '�#�� ,��iii�� / BEGINNING THAT PHASE OF WORK. LIMIT OF WORK ss'-o" 1e'-o" ss'-s" WITHIN PUBLIC RIGHT-OF-WAY _ ' 20._O• 20'-0" 1314.42 B.C.R. (SEE NOTES HEREON) 9. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING IRRIGATION LINES AND 0 1 TYP. TYP. SPRINKLER HEADS. < ; 2 7 1 3 1 ' HAVEN AVENUE 1 1 CONSTRUCTION LEGEND LANDSCAPE BOULDERS, SIZE AS SHOWN. INSTALL PER DETAILS MA, SHEET L-12. TOTAL OF 36" BOULDERS - 60. TOTAL OF 36" BOULDERS THIS SHEET -21. 1 L-2/I.4 TOTAL OF 24" BOULDERS - 126. TOTAL OF 24" BOULDERS THIS SHEET -41. 1 O EXCAVATION AREA FOR FUTURE ROCK COBBLE INSTALLATION PER DETAIL G~ SHEET L-12. APPROX. TOTAL EXCAVATION - 26,075 S.F. TOTAL EXCAVATION AREA THIS PAGE ONLY - 9,090 S.F. OEXISTING CONCRETE CITY SIDEWALK- PROTECT IN PLACE. O4 EXISTING BENCH - PROTECT IN PLACE. OEXISTING WATER METER - PROTECT IN PLACE. OEXISTING IRRIGATION PEDESTAL- PROTECT IN PLACE. O7 EXISTING STREET LIGHT - PROTECT IN PLACE. 8O EXISTING UTILITY BOX - PROTECT IN PLACE. OEXISTING TREESMRGE SHRUBS - PROTECT IN PLACE. g 10 CONCRETE HEADER. INSTALL PER DETAIL.1_ SHEET L-12, AND SECTIONS Ui K,_1.M. SHEET L-12. 11 INSTALL TRASH RECEPTACLE MODEL# PT-MC-T, WITH 3'X3'CONCRETE PAD FROM 10 10 2 9 9 CONCRETE CREATIONS, PHONE#818-996-7538,COLOR PER CITY. 1 SEE DETAIL K,SHEET 1 SECuke PER MANUF. RECOMMENDATIONS. 1 L-12, FOR THIS SECTION 1 1 1 1 LIMIT OF WORK ,- .-- 1 /do /^♦ / `♦f ` / `♦ --�1 P.A. f ; 36• 124• 24• 24• 3r P.A. P.A. 24• 24. 24• 1 ♦ / .A./♦ P.A. L-4 24• 24• m o 24 • t �� i W i; 24, _� 1 30• �..: : .. 40 ... ch r m :.:.. ,.> : tp _ M ro - b /� : W .;:,. : .- .: o. .- P.A. � ...- to V J ^ rn 36"I 24 24:. 1 24• P.A. 36• 24 W 3B' 24• 24• o o, o b `r' cp LLl I jJ :::::::<:::>:::- zv io P.A. m P.A. aD 24' F; Cf. ::::: ....::...::. ?7777 ,Ir 77 ............ ....: ,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,, ,,,,77777777777t77Ti7�, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,, ,,,,,,,,.,,,,,,,, ,,,,,,,, ,,,, , wl LIMIT OF WORK ' W Z1 1 ? :51 1 = • 7 8 3 1 8 7 8 2 Q �i HAVEN AVENUE 12 1 DESCRIPTION OF REVISION 1 DATE APPROVED 4 CITY of RANCHO CUCAMONGA 0 HAVEN AVENUE STREET IMPROVEMENTS 00 BETWEEN Date FOR BASE LINE ROAD & CHURCH STREET FOR IRRIGATION PLAN, SEE ATF OF C+`�� CONSTRUCTION PLAN Underground Service Alert SHEET KEY FORSHE TANTING L-5 FOR PLAN,THIS SEA. FOR PLANTING PLAN, SEE SHEET L-9 FOR THIS AREA. APPROVED BY: DAT E :/�lF ,'t' Call: TOLL FREE g ' g S 8 8 o CITY ENGINEER RCE N0 . 24953 wLn DESIGN ARCHITERRA DESI N,6ROUP nD CIE M N Ln g¢ z �� LANDSCAPE PLANNING TURE 1 -SOD U _ _ J , � JAK !47W h! j` . . . . . . . . . _ _ — — HAVEN AVENUE - _ _ _ - _ LU DRAWN 1R�H0 CUCTOWN E OER DR., 91730 E. 128 SHEET 422-4133 x m JAK (W9)484.28W FAX: (909)484-28 2 L-2 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 20' WK CHECKEDDRAWINGN0. " = DATE RLA N0. �-� SHEET odd OF ✓d- CONSTRUCTION NOTES : 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. g 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED 1 1 DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 1 10 rlAftf to 9 8 10 2 1 SEE DETAIL. I SHEET 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH L-12, FOR THIS SECTION 1 OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. 1 — _ yIIT OF WORK i N 4. GROUND COVER AREAS NOT TO EXCEED A 3:1 MAX. SLOPE. Iriiiiiii APAPAPAPAP APAPAPAPAPAPAPAPAPAP APAPAPAPAP AP, `lbi>r APAPAPAPAPAPAPAPAPAPAPAP iiiAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAP APAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAP APAP API APAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAP APAPAPAPAPAPAPAPAPAPAP APAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAP APAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAP� J 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER 1 I— PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 1 • 1 • ; r 1 •; •; • ; : 24 W 1 a4 ♦ ♦ • 24" 36" " 24• 6 01 P.A. '1♦ �" �� -at i ��. " 2:�Jv 4' �♦ - • 24" 24" 2 " P.A. �+' 4" P.A. 24" 1 W 6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY 'J 1 APAP 36 P.A. `�-•• P.A. °D i., 1 = COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER W 1 24 o ::: �? `•� 0 1 SPECIFICATIONS. � . :: � :. .. :.. - o m _. ..... v, io APAP o � : : ,. W " 24" � 36" to » ' � � APAP �" Iw 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS W 24" TO REDUCE DIP ABRUPT CHANGE AND SHARP TRANSITIONS. PAPA • 24 24" co P A o � io �o S A S A " P A ^ ` 36" o APAP _ . 24" P. o v �n _ - A. P A �o P.A. RE APAP...._ ,._ ......... ,APAP APAP..... 8. ALL WALK AND RB HALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APAP... U U U APAP . APAP. ;: ,,. _ ,APAP ;:.: APAP :: INSPECTED AND APPROVED PRIOR TO APAP :APAP, .:. <,::-;::; :;:; _. _. _APAP. . APAP ... .............. ...... .. .... APPLICABLE ALL FORMS MUST BE I W .,,,,,�,,,,,, ,,,,,,,,,,,,,,,,, �,,, �,,,,,,,,,,,,,, „ „ ,,,,,,,, „ ,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,, ,,,,,,,, ,,,,,,,,,,,,,, ,,,,,,,,�,� ,�,� ,,,,,�� „� „ ,,,,�, „�, z BEGINNING THAT PHASE OF WORK. z X24” LIMIT OF WORK 24" M. 24" 1 "J J 1 = 9. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING IRRIGATION LINES AND _ � 8 2 1 7 8 10 1 3 7 1 1 1U U 1 1 SPRINKLER HEADS. QI ; � 1 1 1 1 1 HAVEN AVENUE 1 1 CONSTRUCTION LEGEND OLANDSCAPE BOULDERS, SIZE AS SHOWN. INSTALL PER DETAILS G.1, SHEET L-12. 1 1 TOTAL OF 36" BOULDERS - 60. TOTAL OF 36" BOULDERS THIS SHEET -21. L-3/I.4 TOTAL OF 24" BOULDERS - 126. TOTAL OF 24" BOULDERS THIS SHEET -41. 1 1 O EXCAVATION AREA FOR FUTURE ROCK COBBLE INSTALLATION PER DETAIL G~ SHEET Ls2. APPROX. TOTAL EXCAVATION -26,075 S.F. TOTAL EXCAVATION AREA THIS PAGE ONLY - 10,600 S.F. OEXISTING CONCRETE CITY SIDEWALK- PROTECT IN PLACE. O4 EXISTING BENCH - PROTECT IN PLACE. OEXISTING WATER METER - PROTECT IN PLACE. OEXISTING IRRIGATION PEDESTAL- PROTECT IN PLACE. O7 EXISTING STREET LIGHT- PROTECT IN PLACE. O8 EXISTING UTILITY BOX - PROTECT IN PLACE. OEXISTING TREESA ARGE SHRUBS - PROTECT IN PLACE. 1 10 CONCRETE HEADER. INSTALL PER DETAIL.I_ SHEET L-A2, AND SECTIONS 1 1 1 IS-L-1,A. SHEET L12. 1 i 11 INSTALL TRASH RECEPTACLE MODEL s PT-MC-T, WITH 3'X3'CONCRETE PAD FROM 1 g 1 CONCRETE CREATIONS, PHONE#F818-996-7538, COLOR PER CITY. 1 1 10 2 U) 11 4 10 9 10 9 ; SECURE PER MANUF. RECOMMENDATIONS 1 T 1 :IjUFAP �E WORK ...............) w J 1 LIMIT OF WORK i % i " • 1 m � ,2a � � � � 1 m W ——•, ♦♦ 024' 24• 1 Q 24' 36" `' io 24' RA 24" � ./24" ♦. �.P�.• w W 1 P.A. �j 24 0o in P.A. L7 1(� P.A. 24" Z., P.A. 24" 1 w = 1 1w 24" 36" 4" 24" M W 24' _ b APAP - � 1 P.A. - P A zo P.A. W m W P.A. 777A z ............. ....:...................APAP:. io io ,:APAP.. APAP.. _ ::..._.:._:: P.A. :.::APAP.:... a :.:.:. .APAP. - - >: >:;: :.:.:APAP . .. :APAP:,:.:. INLET :APAP. :. ,:::::APAP.:.:.: ........ .-APAP -. ::::::APAP: . :::.<:-;:;:»:;:;: APAP APAP..`:`:`APAP... -APAP..... :.:.::.:.:::....:.APAP. .:_: ....:.... :: . APAP ...... ... ......... ............................... .. APAP. T w r ,,,,,,,, ............. APAPAPAPAPAPAPAP APAP00000000APAPAPAPAP//............................... ..APAP... z 1 24" 3s" 24" 36" LIMIT F WORK 24 36 1 U J ; 2(Y-O'P 104'-6' tr 9• 1 Q UI 1 � 1 Qj 1 8 7 7 3 2 1 8 7 ; 1 HAVEN AVENUE 1 1 1 0 1 DESCRIPTION OF REVISION Q DATE APPROVED �M j� a',�JS�APF CITY of RANCHO CUCAMONGA i HAVEN AVENUE STREET IMPROVEMENTS W _ '60 BETWEEN -=,� �= BASE LINE ROAD & CHURCH STREET cc FOR IRRIGATION PLAN, SEE U `�iF r a `�p��\� • EE KEY SHEET L-3 FOR THIS AREA. O' C; CONSTRUCTION CONSTRUCTION PLAN Underground Service Alert SHEET FOR PLANTING PLAN, SEE SHEET L-10, FOR THIS AREA. APPROVED BY . _ T'AIE .I1/�9Ijf' ' .. CaiI: TOLLFREE CITY ENGINEER '� RCE N0 . 24953 �; �; o �, ARCHITERRA DESIQN GROUP M g �, DESIGN �' T�Y�IIED Q LANDSCAPE ARCHITECTURE 1 -SOO � � � � �� - Z JAK SITE PLANNING RAW SHE EI . . . . � � ,. - t _ _ - _- s � � � w � 10630 TOWN CENTERDR., STE. 128 = HAVEN AVENUE Q D N JAK RANCHO CUCAMONGA, CA 91730 S E� L_.; 422-4133 m (909)484-2800 FAX (909)484-2802 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' CHECKED WK D AV�/INGLNO. DATE RLA N0. 2834 SHEET OF .:�,c;k CONSTRUCTION NOTES : 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED 1 I DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 1 I 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH 1 2 10 10 82 1 10 1 OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION 1 g 1 OPERATIONS. J 4. GROUND COVER AREAS NOT TO EXCEED A 3:1 MAX. SLOPE. OJ 1 LIMIT OF WORK 1 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER III �iiii��ii iii��i�� iiiiiiii�iiiiiiiiiiiiiiiiiiiiiii i000000iiiiiiii0iiii0iooi00 oiiiiiiiiiiiiiii�i��oee W PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. m 24' � 24' io o W 24 P.A. 24 4 P A 24 - 24' P.A. 6. W 24' 36» 24. P.A. 36' BGRADE AND PROVIDE SUBSURFACE PREPARATION PER u, :. C� 4 _ o PRIOR T PLACING CONCRETE, THECONTRACTOR HALL SUFFICIENTLY COMPACT THE SU w . . 24' o, , 0 24' q tt 1 W SPECIFICATIONS. U) 24' 36' 24 �� ,�, P.A. i> . v o m `° o ;... 24' z P.A. to _ 24 24 o 36' 24 :.:..: ..., io P.A. 24' ' 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS .o �n P.A. _ ,:. _.- o 0 ::... N 24• TO REDUCE DIP ABRUPT CHANGE AND SHARP TRANSITIONS W " .. m P.A.PA :o SA SA g _ 1 8. ALL WALKS AND CURBS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE le 0 10 IF Ir 00 0 ZLIMIT OF WORK APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO _ J BEGINNING THAT PHASE OF WORK. U ' TYR 4V_V TYR 1 U 9. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING IRRIGATION LINES AND Q I 1 SPRINKLER HEADS. 8 7 1 3 10 8 7 1 2 10 ; Q 1 1 � ' HAVEN AVENUE ; 1 1 CONSTRUCTION LEGEND 1 1 O LANDSCAPE BOULDERS, SIZE AS SHOWN. INSTALL PER DETAILS G.1, SHEET L-12. TOTAL OF 36" BOULDERS - 60. TOTAL OF 36" BOULDERS THIS SHEET - 21. 1 1 L-4/1.4 TOTAL OF 24"BOULDERS - 126. TOTAL OF 24" BOULDERS THIS SHEET - 41. OEXCAVATION AREA FOR FUTURE ROCK COBBLE INSTALLATION PER DETAIL G~ SHEET L-_12. APPROX. TOTAL EXCAVATION - 26,075 S.F. TOTAL EXCAVATION AREA THIS PAGE ONLY -6,385 S.F. OEXISTING CONCRETE CITY SIDEWALK- PROTECT IN PLACE. O4 EXISTING BENCH - PROTECT IN PLACE. OEXISTING WATER METER - PROTECT IN PLACE. OEXISTING IRRIGATION PEDESTAL - PROTECT IN PLACE. O7 EXISTING STREET LIGHT - PROTECT IN PLACE. OS EXISTING UTILITY BOX - PROTECT IN PLACE. OEXISTING TREES/LARGE SHRUBS - PROTECT IN PLACE. 10 CONCRETE HEADER. INSTALL PER DETAIL,1- SHEET L-12, AND SECTIONS K..L._M- SHEET L-12. 11 INSTALL TRASH RECEPTACLE MODEL#F PT-MC-T, WITH 3'X3'CONCRETE PAD FROM CONCRETE CREATIONS, PHONE #1818-996-7538, COLOR PER CITY. 5ECURE PER tANUF. RE-COMMENDATtONS. w g W � e T 10 e SEE DETAIL Y,SHEET L-12, FOR THIS SECTION 00 """"" LIMIT OF WORK W = 0 O / T P.A. P.A. m �U o o Q LL / - / 4. 00315' 1 LU 10 w T 1_ :.- 1257.75 B.C.R. <1 00 10 00 10'6' 1 W ................. ....... ......i z LIMIT OF WORK ; ,J IU 1 ~ Q 7 3 1 2 I1 1 1 HAVEN AVENUE ' — - - - DESCRIPTION OF REVISION ' I DATE JAPPROVED CITY of RANCHO CUCAMONGA 'J HAVEN AVENUE STREET IMPROVEMENTS �o BETWEEN tr t9 P'� BASE LINE ROAD & CHURCH STREET FOR IRRIGATION PLAN, SEE ��'Fc SHEET L-7 FOR THIS AREA. �� CONSTRUCTION PLAN Underground Service Alert SHEET KEY FOR PLANTING PLAN, SEE SHEET L-11 FOR THIS AREA. APPROVED BY : ) - 1 _ DATE :I , Call: TOLL FREE r s ' g s g s CITY ENGINEER C�ilQ - RCE N0 . 24953 Cl M 6 � N Q DESIGN ARCHITERRA DESIGN GROUP n�D F- .� " LANDSCAPE ARCHITECTURE N 1 -800co w � JAK _ us . ...� Z .:�. SITE PLANNING _ J Y � 10630 TOWN CENTER DR.,STE. 128 HAVEN AVENUE � DRAWN RANCHO CUCAMONGA,CA 91730 SHEEZ 422-4133 m JAK (909)484-2800 FAX: (909)484-2802 LA TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" - 20' CHECKED 2834 DRAWING NO. DATE RLA No. L54 S-4 SHEET tf OF .3A IRRIGATION NOTES : IRRIGATION LEGEND 1. NEW WATER METER(SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF EXISTING CONTROLLER/POWER PANEL NOTE: CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE gYy Y6NUFACNREB YDDELI4UMBER Q>`SCRiP710I! RAM flet P,SL REMOVE AND DISPOSE OF OLD CABINET AND CONTROLLER INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR 6- RAINSIRD 1812•SAM-PRS-00 POP-UP SPRAY HEAD a' .40 30 BACKFLOW NOTE: AT DIRECTION OF CITY. 6"VALVE BOX COSTS AND INSTALLATION PROCEDURES. RAINBIRD 1812-SAM-PRS4T POP-UP SPRAY HEAD 8' .50 30 CONTRACTOR TO INSTALL BACKFLOW ASSEMBLY, MASTER 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE VALVE AND FLOW SENSOR BACK ALONG BLOCK WALL. REGULATOR(IF REQUIRED), FOLLOWED BY A BACK FLOW PREVENTION DEVICE, FOLLOWED BY A RAINBIRD 1812•SAM PRS aH POP-UP SPRAY HEAD r ao 30 DO NOT INSTALL ASSEMBLY IN ROCK AREA AS SHOWN. FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL RAINSIRD 1812•SAM-PR94VAN POP-UP SPRAY HEAD r .70 30 SPARE WIRE NOTE: EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS'RECOMMENDATIONS 1 AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A O RAINSIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 1a +0 30 CONTRACTOR TO INSTALL(1) SPARE ORANGE WIRE ALONG REPRESENTATIVE OF THE CITY. Q2 RAINBIRD 1812-SAM-PRS-10H POP-UP SPRAY HEAD 10' .80 30 THE ENTIRE LENGTH OF THE MAINLINE FROM CONTROLLER Q 3 RAINBIRD 1812-SAM-PRS-t0T POP-UP SPRAY HEAD 10' .50 30 Q TO THE FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH. 3. BACK FLOW PREVENTION DEVICE SHALL BE INSTALLED wiTHInSTRONG BOX(SIS SWC-46- AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. O 4 RAINBIRD 1812 SAM PRS-tOF POP-UP SPRAY HEAD 10 1.00 30 OO RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 1r .70 30 4. BACK FLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO STREET AND SCREENED WITH cc SHRUBS WHENEVER POSSIBLE. © RAINSIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD IT 1.30 30 1 45.0 30 2 13.0 31 45.0 45,p 1 iii / W 5. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR Q RAINSIRD 1812 sAM PRs 17f POP-UP SPRAY HEAD 1r ao 30 1432 SOFT. 1 1/7" 1" 426 SO-FT. i 1/7" 1580 SOFT. 1940 SO. 1 1/7" ,3 % z AVOID ANY CONFLICTOS BETWEEN THE SPRINKLER SYSTDESIGN CLARIFICATIN ONLY AND SHALL BE DEIM, WALLS STREET L GHTSES DEPLANTING AREAS WHENVER W LKIB� ® RAINBIRD 1812-SAM-PRS-12F POP-UP SPRAY HEAD it 2.eo 30 {• / 9 RAINSIRD 1812-SAM-PRS-150 POP-UP SPRAY HEAD is, .90 30 UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. 21? 21? 21? 21? 210 21? % ® RAINSIRD 1812-SAM-PRS-15H POP-UP SPRAY HEAD is, 1.90 30 - �� -- '� - - -�� - � � - - - - - -- - --- -� � - - - -� � �� - - - - - - - - - - - - -�� - � �- - - - - -�- / 6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE 2" 11/4" 2" ( IT 2" d W PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR © RAINBIRD 1812-SAM-PRS-IST POP-UP SPRAY HEAD 1s' 1.20 30 DIRECTION IMMEDIATELY TO THE CITY. o c o o 0 - o - $ c -- 10 - / /n © RAINBIRD 1812 SAM PRS 15F POP-UP SPRAY HEAD 15 3.70 30 O , ja• c ° 3 1" c 3/4" o c 3/4„ 0 3/4" 3!4" 3/4_7t0_03J ° 3/4" D 0 3/4„ c t 1„ „ / V J _..1 tt2" 1" 7. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, RAINSIRD 1812-SAM-PRS-15VAN POP-UP SPRAY HEAD 15 .90 30 3!4" 12 1• t2 11/2 3/4" t.. 1. C M Wt15D2 124 " t03/�� 10104" 12 " 3/4• 1' 3/a" tea" '2 'o �- ,0 10 ,0 2„ / M PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, RAINBIRO1812 SAM PRS I5EST POP UP SPRAY HEAD 4X15' a0 30 10 12 _� ,2 12 �� 10 3/4• +o / W AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.THIS ItACLUVE5O' /4" ,o �� 10 3/4" 9 3µ• 3µ' t. 3/4' 0 0 3/4" , 12 12 +0 REAR YAiZD Oszalr.IS. B RAINBIRD 1812-SAM-PRS-15M POP-UP SPRAY HEAD 4X30' 1.20 30 W 3µ" 10 �° 3µ" 10 3/4" 3/4" 10 / 8. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM 10 t0 ;; 0 ISO ,1 ,o 9 9 ,0 1, 3/a" 3/4" 1" COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE NOTES: LU 3/4" ', 11? 10 THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS) IN ALL 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE IW% U) 3/4" 3/4" 3/4" 1" / SPRINKLER HEADS AT INITIAL CONSTRUCTION. COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE SEE DETAIL ' , 3/a"- „ tµ" 10 1" 1, j SHEET L 3!4" �3/4" 9. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH W 1309.14 T.C. O / THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE 2 LANDSCAPE CONTRACTOR TO VERIFY All EXISTING IRRIGATION LINES ON BSIPRIOR TO START CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSEDD HIS BY HIS WORK. CONTRACTOR 11 Z Of 00 IRRIGATION CONTRACTOR HALL FIELD•ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINESSPRINKLER HEADS a EXISTING LANDSCAPE AREA J iiilr.Wiiiiiiiieiiiiiiiiiilrie- CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE THAT ARE DAMAGED DURING CONSTRUCTION. LIMIT OF WORK PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. I I U10. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE 0 EXISTING?DOMESTIC WATER METER BY C.C.W.D. 1314.42 B.C.R. FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE 1% WILKENS Soo SERIES 2"PRESSURE REGULATOR ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 403-RT-RW Rr4Iw LINE slzE GATE VALVE Q SEE POINT OF CONNECTION wATTs NOTE BELOW. 11 IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 21 Q FEBCO 825-Y-BV-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE W!STRONGBOX ' NCHES OF WATER PER WEEK(GROUND COVERISHRUBS)APPLIED FOR A 8 HOURS A NIGHT5 DAYS A MODEL W.SWC45-AL ENCLOSURE HAVEN AVENUE WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5 A.M. ONLY ONE VALVE PER CONTROLLER SHALL FEBCO 050 rBRONZE WYE STRAINER W/40 MESH STAINLESS SCREEN OPERATE AT A TIME. 0 RAINSIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 12. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE ' CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START ® DATA INDUST. 220P-FM-1.258 11/4'FLOW METER,INSTALL PER MANUFACTURERS ' OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. RECOMMENDATION 13. AUTOMATIC CONTROLLER TO BE CALSENSE ET-140-DR (DIGITAL RADIO)W/ANT-1 ANTENNA �C CALSENSE ET-1-40-DR 40N-STATION WALL MOUNT ELECTRIC CONTROLLER Wl PORT INSTALLED WITHIN STRONG BOX(SB)24SS/120 VOLT CONTROLLERIELECTRICAL CONTROLLER CABINET-STRONGBOX MODEL NO.SB-24-SS1120V. ' ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER ; 0 RAINBIRD 33DNP W/33DK OUICK COUPLER VALVE 0 1 50'O.C.,W/4 KEYS TOTAL MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL AUTOMATIC CONTROLLER/ELECTRICA C P.O.C. PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY ----- APPROVED SCH.4o PVC PVC FOR PANDAS SH 1OWN,MIN.COVER 1a";USE CL.315 AUTOMATIC CONTROLLER TO BE A CALSENSE ET- -40-DR-W/ANT-1.(ANTENNA PORT)TO BE INSTALLED WITHIN A STRONGBOX SBI-24-SSM20 VOLT A REPRESENTATIVE OF THE CITY. ( 0 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" METERED CONTROLLER ENCLOSURE. MOUNT ANTENNA PORT (EPDXY-FILLED)ON TOP THE ENCLOSURE PER MANUFACTURERS SPECIFICATIONS AND ATTACH 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE COAXIAL CABLE. ELECTRICAL P.O.C.: CONTRACTOR TO PROVIDE ELECTRICAL SERVICE FROM EXISTING METER PEDESTAL TO NEW CONTROLLER LOCATION AS RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL ==_==__= APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS SHOWN. INSTALL NEW ELECTRICAL PULL BOX, 1 1/2" ELECTRICAL CONDUIT AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE OTHERWISE NOTEDCONTRACTOR. APPROVED SCH.40PVC WIRE SLEEVE,SIZE ASREOUiREDUNLESSOTHERwtSENOTEO SCE CO. TO INSTALL METER HEAD AND CONNECT TO STREET LIGHT. CONTRACTOR TO MAKE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. SYSTEM SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR TO INSTALL(6)ADDITIONAL CONTROL WIRES, (1)WHITE COMMON WIRE 15. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREAS TO BE r- i AND(1) ORANGE WIRE FROM NEW CONTROLLER TO OLD CONTROLLER AND TERMINATE INTO 6" DIAMETER VALVE BOX AS SHOWN FOR VALVES LOCATED ALONG IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 1. M, EXISTING EXISTING POWER PANEL W/ELECTRICAL METER BASELINE AVENUE. FINAL CONTROLLER/PEDESTAL LOCATION PER CITY INSPECTOR. CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A I C I EXISTING EXISTING ELECTRICAL CONTROLLER W/METAL BOX COVER ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT REPRESENTATIVE OF THE CITY AND CALSENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT: 16. THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE FINISHED SOIL 2075 COURT NOGAL SUITE GRADE. PRESSURE LOSS CALCULATION CARLSBAD, CALIFORNIA 92009 17(619)438-0525 . ETI-40-DR IS TO BE COMMUNICATING WITH CITY'S CALSENSE CENTRAL COMPUTER PRIOR TO ACCEPTANCE. PROJECT: HAVEN AVENUE LANDSCAPE MAINTENANCE DISTRICT BY: JAF STATIC PRESSURE HIGH: 140 PSI LOW: 126 PSI TYPICAL TRENCHING NOTE: SOURCE OF INFORMATION- RUSSEL- CUCAMONG COUNTY WATER DISTRICT SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT 6 36.0 g IRRIGATION TRENCHING SHOULD NOT PHONE NUMBER: (909) 987-2591 ori GO THROUGH ROOT ZONES OF EXISTING VALVE STATION/GPM: STATION: 1 33.0 GPM 1366 SO.FT. TREES AND SHRUBS. 29 34.0 ITE 11/2n 1365 SO.FT. � Ad� P.S.L1Q55: WATER METER SIZE: 11/2" @ 33 GPM 2.50 BACKFLOW DEVICE SIZE- 2" @ 33 GPM 11.50 1 L-4/II.7 27 36.0 5 37.0 48.0 28 36.0 4 3 3 3.0 MASTER VALVE: 1 11/2" @ 33 GPM 1.20 11/21, 366 SO.FT. i/I" 1215 SO.FT. 1226 SO.FT. 2►� 1365 SO.FT. 1 1/1" 1 1/7" 756 SO.FT. FLOW SENSOR 1 11/4" @ 33 GPM 1.50 GATE VALVE(S)- 1 2" @ 33 GPM 1.50 1 21/2" @ 33 GPM 1.00 --- ��--- - � � - - - � � � -� - - - - - - - - 4- - -IMIT- F - - -- - - - - - � � � ��- - - - - - - - - - - - -� z --- - � � � - - - - - - - - �� - �� MAINLINE (CL. 315): 21/2" 885 L.F. @ 33 GPM 3.10 MAINLINE (CL15E C& 33 GPM ii ��iiiiiiiii 1537 L.F. z' r 3-83 SIZE: 1 1/2" @ 33 GPM 13.00 t v4" ° 11/4"" --- 0 t v� 'C t" o o - '0 3/4" �0- c o o -�- ,o o ° � o - ,° - o ,o -_-- o -- o 0 0 0 - t0 3/4" o c /a„ ° LATERAL NE SIZE 1/2" L.F. PM 3/4" 3/4 3/4" 1" 1' 1114 11/4""00 11/4" - 1" z. 3 G 0.00 ' 2" 3/4" 1" 12 '" 3µ" 3/4" 65' L.F. @ 7 GPM 2.61 r ,z 1• 12 +2 1" 3µ• ,2 3J{• ,o ,0 3/4" Z 12 - 4 12 - 12 10 11/4" 12 -� +2 L"�G 10 72 t2_ 3_--� " W, 10 11/4" ,2 ` O t" O 1z �� 1° ,0 0 11/ t" 10 1° W 1 15 L.F. @ 10 GPM 0.36 2" I1µ" 10 �� 10 1• 12 ----�- ,2 ��O 10 10 1• 11/4" 11/a" 1Iµ" ,0 /- 1" 1 > 1 1/4" 6' L.F. @ 16 GPM 0.09 W0 1• - O 1 1/2" L.F. @ GPM 0.00 11/4" 11/4• 10 10 1• +0 1" 11/4" Itµ` i ,0 10 10 10 ,o ,o ,o " \ 10 3/4" = - O OO� Q 2 6 L.F. @ 33 GPM 0.05 m 2 1/2" L.F. @ GPM 0.00 10 10 Q80 • 1` 1 10 1. 10 3/4" ,o 2" Q v JIII 1 3/4" - - - - - : - - - 11/4" 1/4" 1` 1" 3/4" W 3/4' `3/4" - - - - - _ _ - 3/4" SIJ W 11/4" 11/4` 1` t.. 3/4" `3!a" tt2 '� W IRRIGATION HEAD PRESSURE- 30.00 (n p 3/4" U) SYSTEM LOSSES SUBTOTAL: 72.24 FITTING LOSSES (5% OF SUBTOTAL): 7.22 1 Irle elf IfIrle elf If If'pp If If If If IfIrle elf If ELEVATION LOSSES/GAINS (ECFV. x .433) t: (21.75 X.433)= 9.42 wj LIMIT OF WORK 1 W z I z TOTAL SYSTEM LOSSES- " 70.04 -� POINT OF CONNECTION NOTE: i -� CONTRACTOR TO CONNECT TO EXISTING 1 1/2" � = AVAILABLE PRE DEFICIT OR (+} RESIDUAL PRESSURE:URE (LOW): 126.00 55.96 (-) ( +) U DOMESTIC WATER METER. CONTRACTOR TO INSTALL AZ"p9m R�•1 U '* PRESSURE REGULATOR NOTE: CONTRACTOR TO SET PRESSURE REGULATOR �- 2" REDUCED PRESSURE BACKFLOW DEVICE, 1 1/2" MASTER 1F_ TO 85 PSI. CONTRACTOR TO FIELD ADJUST AS NECESSARY. Q I VALVE, A 1 1/4" FLOW SENSOR, AND A 21/2" LINE SIZE GATE Q 21 HAVEN AVENUE VALVE. INSTALL PVC MAINLINE TO CONTROL VALVES - AS SHOWN. CONTRACTOR TO VERIFY STATIC PRESSURE, METER LOCATION AND METER SIZE. EXISTING STATIC PRESSURE: 140 PSI (HIGH), 126 PSI (LOW) SYSTEM DESIGN PRESSURE: 70 PSI MAXIMUM G.P.M. DEMAND: 56 G.P.M. ' PRESSURE REGULATOR NOTE: CONTRACTOR TO SET PRESSURE DESCRIPTION OF R E V I S I O N DATE APPROVED ' REGULATOR TO 85 PSI. VERIFY OPERATING PRESSURE AND FIELD ADJUST.AS NECESSARY. CITY of RANCHO C ��ND�.��,4pE iyz HAVEN AVENUE STREET IMPROVEMENTS i� 00 BETWEEN cllie 3= PBASE LINE ROAD & CHURCH STREET \ r9l ti FOR CONSTRUCTION PLAN, IRRIGATION PLAN Underground Service Alert SHEET KEY SHEET SHEET L-2 FOR THIS AREA. FOR PLANTING PLAN, SEE SHEET L-9 FOR THIS APPROVED BY. _ DATE . /Aid Call: TOLL FREE g ' :0-±. o AREA. 8 o CITY ENGINEER RCE N0 . 24953 VALVE SIZING KEY � ML � 0 DESIGN JAF AR WITS R A DESIARCHITECTUREQ OUP D W . -HOD - - - L - - -- - - - - - - - - - - - - -- - - _ � SITE PLANNING II VALVE # 1 -GPM �L - - - - - - - - - - - - - - _ _ RANO A 91730 HAVEN AVENUE DRAWN r 10630 TOWN CENTER DR., STE 128 SHEET 422-4133 3i4" VALVE SIZE m JA ( )484-2C8M FAX: (W9)�2W2 L-5 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' CHECKED RLA N0. DRAWING N0. JAF DATE FILE No. �5t B-L SHEET .;kS OF �o� IRRIGATION LEGEND $1171. ,&VffAC,UfiEfl MCIDE1 DIESCRITION RAOM QPAL e s.l- RAINBIRD 1812-SAM-PRS-00 POP-UP SPRAY HEAD 8' .40 30 RAINBIRD 1812SAM-PRS-ST POP-UP SPRAY HEAD r .50 30 • RAINSIRD 1812-SAM44RS-0H POP-UP SPRAY HEAD r .80 30 RAINBMD 1812-SAM-PRS-BVAN POP-UP SPRAY HEAD r .70 30 10 RAINBIRD 1612-SAM-PRS-100 POP-UP SPRAY HEAD 10' .10 30 O2 RAINSIRD 1812-SAM-PRS-10H POP-UP SPRAY HEAD 10' .80 30 O RAINSIRD 1812-SAM-PRS-10T POP-UP SPRAY HEAD 10' .50 30 840 RAWMD 1812-SAM-PRS-10F POP-UP SPRAY HEAD 10' 1.00 30 1111 O RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 12' .70 30 10 43.0 T 1 © RAINSIRD 1812-SAM-PRS-12M POP-UP SPRAY HEAD it 1.30 30 1 1 1/2" 1940 SO.FT. 158.0 24 38.0 8 ; O7 RAINBIRD 1812-SAMI-PRS-12T POP-UP SPRAY HEAD 1r .90 30 i 1975 SO.FT. 1 1/2" 25 3 6.0 7 45.0 26 3 7.0 1 0 RAINBIRD 1812-SAM-PRS-12F POP-UP SPRAY HEAD 1r too 30 1 23 43.0 28.0t09 1566 SO.FT. 2" 1 1 1/2" 1940 SO.FT. 8 7 SO.FT. 1 f/4" 1/2" 1975 SQ.FT. 2 1244 SQ. 1 i/2" 955 SQ.FT. 1 O RAINBIRD 1812-SAM-PRS-150 POP-UP SPRAY HEAD 1S' .80 30 1 21?GATE VALVE LIMIT OF WORK 2" r 212* 21?� -o- 21? .4 ® RAINBIRD 1812-SAM-PRS-15H POP-UP SPRAY HEAD 15 1.80 30 2• 2. 11/2" 212" r 2" rr APO 00 LO 1 © RAINBIRD 1812-SAM-PRS-1ST POP-UP SPRAY HEAD 15' 1.20 30 F01100,00110AP0110AP011100'.,$0,'0 If 0,11FAIFAIPAP Af AP AFIFA?0 IPAF IFIFAIFAIF © RAINBIRD 1812-SAM-PRS-15F POP-UP SPRAY HEAD 1S' 3.70 30 0 0 0 10 0 ,o -� ° 2" ,o _t 4" ,o o -'t 3_14- 10 - - ,0 10 1" �- 0 0 0 - o 0 0 10 - 10 - o 0 0 -- 1c --�- 10 10 1° 1p 0 11/4„ 1„ 1„ 3!4" 3/4" _ 0-0- ° - 1114" fit'- ° 3/ 3/� �12 3/4" 1" 1" 11/4" 11/4" 11/4" 11/4" 11/4" 1 w 1© RAINSIRD 1812 -PRS-PRSPOP-UP SPRAY HEAD IF .80 30 > 11 l4 112" 112" 12 3/4" 3/4" 1• 11/ 12 12 . µ 2 1' 12 12 1? 3/4" 3/4" 12 12 ��$3/44" 112" 11N" 12 _� 12 -.fit tK 12 3/4" 12 O 12 12 --�-- 12 10 3/4" Q� Q'--�'� 0� ; w RAINSIRD 1812-SAM-PRS-ISEST POP-UP SPRAY HEAD 4X15' 80 30 O 1 10 O IIs_ 12 1• 11/4• 12 O O t2 1 _ 12 12 -O 11/4" 10 11/4 • 10 Q 12 10 10 11/4• 12 �_ 12 12 12 --�QT 119" 10 10 3/4 10 J F 11M" 10 3/4" -� to O 10 10 3/4" 10 10 3/4 10 ,• 10 10 10 10 1' 10 3/4" t0 10 / � 10 3/4• to �+� 10 10 -A-1 10 B RAINSIRD 1812 SAM PRS ISSST POP-UP SPRAY HEAD 4X30 1.20 30 w 1 11/4" - 3/4 1" 10 11/4" 10 10 1• 10 11M' 10 2 (J 1� NOTES: m 10 11 11/4" O 10 t" t0 3µ" 10 X11/4 3/4" 3H" t0 3/4• 1" I• 11/4" r 1" 3/4" w 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIM TO PROVIDE 100' 3!q" COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL w 3l4" 3/4 1" 3/4" _ - - - -•- - -- - 1 SHEET L ,^ 1" w 3/4" V J w_ 2 LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBStTE PRIOR TO START OF 0cm �Oce) �7 1 3/4" 3/4" I" 3/4" CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRAC w Q - ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINESISPRINKLER HEADS 8 EXIST)NG LANDSCAPE AREA ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,.,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,..,,,,,,,,,,,,,,,,,,,,,,.,,, z THAT ARE DAMAGED DURING CONSTRUCTION. ❑J 1 LIMIT OF WORK ; _j �.M EXISTiN('-2"aoMESTtC WATER METER BY C.C.W.D. WILKENS SW SERIES 2PRESSURE REGULATOR = 1 1 WATTS 403-RT-RW LINE-SIZE GATE VALVE 1 1 1 C aEFE9`O 82i-Y-OV-2.00 M REDUCED EDUNO. RESSUREEBACt�OW DEVICE W/STRONGSO 1 L QI 1 1 1 URE FEBCO 860 r BRONZE WYE STRAINER W/40 MESH STAINLESS SCREEN 1 ; RAINSIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 1 HAVEN AVENUE ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE 1 ® DATA INDUST. 220P-FM-1.256 11/4'FLOW METER,INSTALL PER MANUFACTURERS RECOMMENDATION CALSENSE ET-140-DR CONTROLLER WALL MOUNT ELECTRIC MODEL NO.S W/EXISTSS/12 NG 1 1 CONTROLLER CABINET-STRONGBOX MODEL N0.SO-24-SS/120V. Q RAINBIRD 33DRP W/33DK QUICK COUPLER VALVE @ 150'O.C.,W/4 KEYS TOTAL 1 1 APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18•,USE CL.315 PVC FOR 2"AND LARGER. APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MNL.COVER 12- _ APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE NOTED APPROVED 9CH.40 PVC MARE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED f Mi EXISTING EXISTING POWER PANEL W/ELECTRICAL METER L_j C; EXISTING EXISTING ELECTRICAL CONTROLLER W/METAL BOX COVER 11 38.0 1/2" 988 SO.FT. 22 44.0 1 - 1 1 1/2" 1940 SO.FT. 1 8 RK 1 1 LIMIT OF WO 1 20 26.0 12 41.0 T 1 46.0 21 2• 2' 774 SO.FT" 1/2" 1206 SO.FT 1705 SO.FT. 1 1/2" 1 �...................�.... ......... :......................) w � 1 1 ° 10 / 3/� 0 10 10 0 0 10 10 O 3/4" t" 1" 11/4" 11/4" 1 ttrr l " r ,tr4• r ico 3l4" 3l4" ,• 1 H• 1114" 11/4- 3l4. 1 Q 12-� 12 12 12 12 12 12 12 11/4• 12 �• 12 w10 1° 10 10 10 10 6 6 8 6 6 6 6 6 10 -Ar If Ar 10 10 �Q 6 6 6 5 6 B 8 6 6 6 6 8 6 6 6 6 6 6 1, '° 3/4" �0 iC 3/4" 3!4" 3/4" 1" 1" 1" 1" /q,� 314" r 10 t/4• 1p 10 10 11/4"1 w - = eN 3/4" g 3/4" g Q 6 3/4" g g g 7 6 6 g g g s /4" g 1" g 6 1" 3/4" g 3/4" 10 10 3/4• 10 1• 10 10 1. �/� ■{ g g g g -b 3!4" 1" _T,0 o e 10 10 10 0 7 g 10 10 U) U) ■�3/q" 3!4" 3/4" 3/4" Ocb - - - -•- 3/4" 11/ 3/4" w 1 �• - -- - - - - 3/4" 3/4" \ 3/4" w 1. " 3/4" �•- 3/4" V O 3/4" INLET 0 1 1 p o W � ,,,,,,,,,,,,,,,,,,,, , , 1 , , ,,,,,0 T Z 1 LIMIT OF WORK 10 21 1 � Q1 1 � 1 1 1 HAVEN AVENUE 1 1 w 1 1 DESCRIPTION OF REVISION Q DATE APPROVED oc CITY of RANCHO CUCAMONGA HAVEN AVENUE STREET IMPROVEMENTS Wt. r..1" oo BETWEEN Lu ,� `= BASE LINE ROAD & CHURCH STREET FOR CONSTRUCTION PLAN, �4 OF IRRIGATION PLA N SHEET KEY SEE SHEET L 3 FOR THIS AREA. FOR PLANTING PLAN, Underground Service Alert SEE SHEET L-10, FOR THIS APPROVED BY. _ I DATE : AREA. S g CITY ENGINEER G� RCE N0 . 24953 Call: TOLL FREE VALVE SIDING KEY s :-,0!. $ N 0 f; DESIGN ARCHIL ERRA DESN GROUP fQDED z ( ` JAF LANDSSITE PLANNING TURE -V 00 = 10630 TOWN CENTER DR., STE. 128 VALVE # 1 10'-GPM �` - - - - - - - - -° - - _ _ RANCHO CUCAMONGA, CA 91730 HAVEN AVENUE - ' ' Q DRAWN JAF SHEET L-6 422-4133 3�a" VALVE SIZE U m (909)484 2800 FAX: (909)484 2802 CHECKED RLA NO. DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' JAF DATE FILE No. SHEET. 9_ OF IRRIGATION LEGEND SM MANUFACTURER YDDEL NUMBER DESCRIPTION RADIUS LI.PIL P-Sl L-6/I 1.1 `- RAINBIRD 1812-SAM-PRM POP-UP SPRAY HEAD V .10 30 RAINSIRD 1812-SAM-PRS-BT POP-UP SPRAY HEAD r .50 30 • RAINSIRD 1812-SAWPRS-04 POP-UP SPRAY HEAD r .80 30 4 RAINSIRD 1812-SAM-PRS-BVAN POP-UP SPRAY HEAD r .70 30 10 RAINSIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 10' ./0 30 O2 RAINSIRD 1812-SAM-PRS-ION POP-UP SPRAY HEAD 10' .80 30 O RAINSIRD 1812-SAM-PRS-IOT POP-UP SPRAY HEAD 10' .50 30 1 1 p4 RAINSIRD 1812-SAM-PRS-IOF POP-UP SPRAY HEAD /0' 1.80 30 O ; OS RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 12' .70 30 O O © RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 12' 1.30 30 1 O7 RAINSIRD 1812-SAM-PRS-12T POP-UP SPRAY HEAD 12' .00 30 r040.044. 18 14 4y, 4 y,0 19 41,0 1`? 1 O RAINBIRD 1812 SAM PRS 12F POP-UP SPRAY HEAD 12 2.80 30 831 SQ.FT. 1450 SOFT 1 i/2" 1/2" 955 SO.FT. 1623 S0.FT. 1/2" 1480 SO•� 1 1/2" 1 90 RAINBIRD 1812-SAM-PRS-150 POP-UP SPRAY HEAD 15' .80 30 1 - � " � ® RAINBIRD 1812-SAM-PS15H POP41P SPRAY HEAD 15' 1.90 30 2"Ow wwwwww www4 www www w w w ww Ml _0 w w w w w w w w w w w w w w w w w Ml MlwMl Mlw © RAINBIRO 1812-SAM- R -15T POP-UP SPRAY HEAD 15' 1.20 3 J 2" 2RAINBIRD 1812 SAM PRS LSF POP-UP SPRAY HEAD 15' 3.70 30 1iiW -- iii��"iiiiiiiiiiiiiiiiiiiiiiii�i/ieiiiiiiiiiiiiiii/i/iiiiiiiiiiiiiiW --_ - •-'"- - _" - ---- ----- --- ---- --- -._-__ __ l E 8 g g B B , s s -- �o 'o a - -- - -- --- ------ - „ - s _ ,o s s s s ,0 10 1 RAINBIRD 1812-SAM-PRS-ISVAN POP-UP SPRAY HEAD 15' .90 30 �- • 3/4" 3/4' 1"X 1" 1" 3/4' 3/4„ 3/� 3/4" 3/4' 1' 1" 3/4" 3/4" 3/4 1" 1" ' ♦� W 1 1 1 _`3/4" _ e _ e - e � e 1" 11/4' s 11/4" s g e s s " " s e e 3/4" » U) Q RAINBIRD 1812-SAM-PRS-ISEST POP-UP SPRAY HEAD 4X15' .BO 30 W e 1 _ry--1 11/4 3/4' 1 3/4 3/4 ,0 10 1 ,o J 1 3/4" - __ _ 3/4" 1 ,0 11/4" 314" �3�� 3/4" 1» 1" �r�,X10 10 10 3/4" ,0 10 ", , 1" 3/4'71 111- 1 13/4 Q e 10 10 �o �d:) 0 1 3/4" 3/4" W B RAINBIRD 1812-SAM-PRS-ISM POP-UP SPRAY HEAD 4X3o' 1.20 30 W -' - - 'W 1 � NOTES: 1 M � - � ` � 3/4 '3/4" 3/4" 3/4" - - - - W "V 3/4" 3/4 _ 1" Op 3/4" O�,QO - 3/4" 1 1 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE POSSIBLE RADIUS TO PROVIDE 100' Z `J COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL 1 1" 0 3/4" 1W SHEET L- .__I IiiiiJriiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiIf1fr iiiiiiil Z 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ONJOBSITEPRIORTOSTARTOf CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR II LIMIT OF WORK 1 J ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINESISPRINKLER HEADS a EXISTING LANDSCAPE AREA U ; 1 THAT ARE DAMAGED DURING CONSTRUCTION. 1 U DM EXISTM 2'DOMESTIC WATER METER BY C.C.W.D. Q 1 1 F- 1 WILKENS 500 SERIES 2'PRESSURE REGULATOR 1 1 C H WATTS 403-RT-RW LINE-SIZE GATE VALVE L FEBCO 82S-Y-BV-2.00 Y REDUCED PRESSURE BACKFLOW DEVICE W/STRONGW, HAVEN AVENUE45-AL ENCLOSURE 1 1 FEBCO 650 2"BRONZE WYE STRAINER W/40 MESH STAINLESS SCREEN 1 RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 1 ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE 1- ® DATA INDUST. 22OP-FM-1.256 1114"FLOW METER,INSTALL PER MANUFACTURERS 1 1 RECOMMENDATION 1 L-6/11.2 CALSENSE ET-140-DR 4ON-STATION WALL MOUNT ELECTRIC CONTROLLER W/ 1 CONTROLLER CABINET-STRONGBOX MODEL NO.SB-24-SS112oV. L-6/11.5 Q RAINSIRD 33DNP W/33DK QUICK COUPLER VALVE @ 150'O.C.,W14 KEYS TOTAL w w w w w APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MNL.COVER 18';USE CL.315 PVC FOR 2'AND LARGER. APPROVED SCH.40 PVC LATERAL UNE,SIZE AS SHOWN,MIN.COVER 12" APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE NOTED APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED r-� sEMi EXISTING EXISTING POWER PANEL W/ELECTRICAL METER L_j i C i EXISTING EXISTING ELECTRICAL CONTROLLER W/METAL BOX COVER AIR RELIEF NOTE: CONTRACTOR TO OPEN LAST (2) QUICK COUPLER VALVES WHEN CHARGING MAINLINE WITH WATER PRESSURE INORDER TO RELIEVE ANY AIR PRESSURE BUILD UP IN THE MAINLINE. ONCE MAINLINE IS FLUSHED OUT CLOSE QUICK COUPLER VALVE AND CHARGE MAINLINE. XERISCAPE ASSESSEMENT SUMMARY POINTS REFERENCE II IRRIGATION (Point Value) _ - -A1MEF_ (Sheet.#/Refl)- W 33,0 16 CV) 17 1. Low gallonage irrigation system. (20) 20 L-6/11.1 W 017SO.FT. 11/21, T 827SQ.FT. 11/2" 2. Automatic controller. (20) 20 L-6/II.2 " 2" 3. Designed to water plants by watering needs. (10) 10 L-6/11.3 V/ wwwwww ?�wwwwwww w wwwwwwwwwwwwwwwwwwwwwwwwww ww ?4wwwwwww wwwwwwwwwwwww wwwwwwwwwwwwwwwwwwwwww �wwOw W 4. Soil moisture sensors. (10) O V' %� �� /4» 2" LIMIT OF WORK 2" 3/4" 1" > 00 3/4" _ Rain sensors. L-6/11.5 5) 5 / T 1„ 3/4" 3/4° 3 4„ 1„ 3/4° 3/4" 3/4" - - - - -- m U . _ _ _ - 1" 1" 3/4 3/4' 3/4 1T" i Q 6. Wind sensors. (5) 0 " „ 3/4 3/4' 3/4" 3/4"' 1„ 3/4" 3/4 3/4" 1 1 W 7. Sensitive to slope factors. (5) 5 L-41II.7 04 POO Uj 8. Reclaimed or recycled water. (5) 0 00 00 1257.75 B.C.R. 1 U 00 i IW iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiisiiiiiiiiiiiiiiiiii0AW0AV ii iiiiiiiiiiiiii z Total Points Claimed: 60 ; (Minimum Points Required:) (60) QMIT OF WORK J IU 1 ~ IQ 1 � 1 1 HAVEN AVENUE X1 DESCRIPTION OF REVISION I DATE APPROVED ' r,NUS'^H/'c CITY of RANCHO CUCAMONGA ' HAVEN AVENUE STREET IMPROVEMENTS -7 Coo BETWEEN BASE LINE ROAD & CHURCH STREET FOR CONSTRUCTION PLAN, lgOle OF Cp�1�� SEE SHEET L-4 FOR THIS IRRIGATION PLAN Underground Service Alert SHEET KEY AREA. FOR PLANTING PLAN, SEE SHEET L-11 FOR THIS . APPROVED BY : D A T E WjX/� AREA. o CITY ENGINEE � �� ' RCE No . 24953 a Call: TOLL FREE ILL 8 � � 8 s $ < VALVE SIZING KEY Q M Ln I ,, DESIGN ARCHITERRA DE�IGNGROUP �� D Ln JAF LANDSCAFE ARCHITECTURE I Z SITE PLANNING 103TOWN CENTER DR. , STE. 128 10♦ GPM1 -800 VALVE # 1 W DRAWN S H EE 1 = HAVEN AVENUE a JAF RANCHO CUCAMONGA, CA 91730 L_7 422-4133 3v4 ' VALVE SIZE m (909)4842800 FAX: (909)4842802 CHECKED RLA NO. DRAW I G PO. TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' JAF DATE FILE No. SHEET JAL OF :�ok 0 SPRINKLER -ANGLE PIPE TO CC SPECIFIED DEPTH WITH 45°ELLS z CH 40 PVC MALE ADAPTOR STRONG BOX SMC-4"L � � LOWPREVER iw BBCH 80 PVC UNION SCH 80 PVC UNION NAP•TITE'WATERPROOF ND z ENCLOSURE ASSEMBLY ao us CONNECTORS OR EQUAL _z RASS OR PVC NIPPLE 5� NIPPLE TYPICAL LUZ ROUND PLASTIC VALVE BOX i c LECTRIC CONTROL VALVE ND PLASTIC VALVE BOX i o< COVER ETCHED "PRESSURE REGULATOR' z -= COVER ETCHED IRRIGATIONGAIf' (4)PLACES ¢a (CARSON OR EQUAL) 03 LASTIC VALVE BOX `N3F (CAR SON OR EQUAL) ccz I J MARKED'IRRIGATION RCV' cc r - - - - - FINISH GRADE WHITE °0z ICARSON OR EQUAL) ETCHED INISH GRADE i NIPPLE BLUE -c` AND VALVE SEQUENCE TH OLIER OL,cc THICK X 12*WIDE EPDXYFILLED z0 6'MIN. INISH GRADE CONCRETE PAD(LENGTH VARIES RED OHNE I O WATERPROOF �� ---� BALI VALVE 1 112'OR SMALLER WITH RASS WYE STRAINER• _ PER SIZEIMANUFACTURER) BLACK CONNECTOR OR EQUAL STAINLESS STEEL HANDLE WITH 60 MESH SLOPE TO DRAIN AT MINIMUM 2°F. PIG TAIL EXPANSION SIDEWALK 1 MONEL SCREEN IRRIGATION CONTROLLER LOOP (MIN. 24' LONG) OISTU RESILIENT WEDGE GATE VALVE-EPDXY UNION FINISH GRADE = Z SENSOR RE (C WATERPROOF ALL REQUIRED COATED,2'OR URGER WITH 2'OPERATING PVC SLWHERE z NUT • • . PLASTIC VALVE BOX ARSON OR � f° •o• ••• t• ° � �� REQUIRED FOR o PRESSURE REGULATOR EQUAL WITH PLASTIC INTEGRATED N VALVE ' •► •, z PIPE THROUGH - LOCKING LID. PUCE AT GRADE IN WIRE CONNECTORS LOOP (MIN. 24' LONG) o •� CONCRETE PAD � � 3• .PIG TAIL EXPANSION TURF AREAS AND 3'ABOVE IN Nor 2w IPPLE - TYPICAL PIPE FROM PUNT BED. ROM WATER SOURC - (2) PLACES METER PIPE TO BACKFLOW 3' 3' CH 40 PVC MALE 3' 3' PREVENTOR 5 FLOW f ( VLAVE W/UNION e - ADAPTOR x 3' BRASS ANGLE ,4 REQUIRED OCOMPACTION '• m PIG TAIL EXPANSION :o LLL LOOP (MIN. 24' LONG) �Nc WHITE '- /4•WASHED (COMMON) �J;g7 z CRUSHED AGGREGATE TO METER Alt IFLOW -� m i �t !; 1 OF 14 BLUE y• o ►•� INE TO SYSTEMS WIRES CH 80 PVC NIPPLE z `� "`� ONCRETE THRUST BLOCKLBOW ONTROL i COMMON WIRES FE PER CCWD STANDARDS TYPICAL (4) PLACES ! 'q•P 44• RED MASTER CONTROL ID PIPE AND RELATED FITTINGS SHALL 8E PER z BLACK VALVE --- - -- - ti : CUCAMONGA COUNTY WATER DISTRICT STANDARDS. � CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO .o �d'ofiF ;_ N�O• 'O FLO CONSTRUCTION a rad °d : FLOW METER NOTE: NOTES: DIAMETER CONTRACTOR TO INSTALL 1. INSTALL PER LOCAL CODES. SAME SIZE AS SCOTCH LOK EPDXY FILLED BRASS NIPPLE 314'WASHED CRUSHED FLOW METER CONNECTORS FOR ALL FLOW AGGREGATE BASE 2. EQUIPMENT TO BE INSTALLED AT DIAMETER SAME SIZE SIZE SENSOR WIRECONNECTIONS. SCH 40 PVC SXSXT TEE \-41MESSURE SUPPLY LINE STRUCTURES OR HARDSCAPING, 3/4'WASHED CRUSHED AS FLOW METER SIZE INSTALL SCOTCH LOKS 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL,BUILDING,ETC.) AGGREGATE BASE NOTES: NOTES: IMMEDIATLEY AFTER 1. INSTALL CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURE OR HARDSCAPING. 1. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. INSTALLING FLOW SENSOR. 2. INSTALL CONTROL VALVES A MIN OF 12'FROM STRUCTURES OR HARDSCAPING 4. ORIENT UNIT PARALLEL TO STREET. 2 INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS 3. INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. NOTES: 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF MINIMUM DISTANCE DOWNSTREAM OF 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMIUIR METALS. 1. INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE (5X DIAMETER 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD.518 REOUIREDC BEFORE BACKFLOW PREVENTER 2. INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. OF FLOW METER SIZE) VALVE NUMBER. VALVE NUMBER. WHEN MAINLINE IS 3'OR LARGER. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MINIMUM DISTANCE UPSTREAM OF S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. UNINTERRUPTED PIPE l DIAMETER OF FLOW METER SIZE) GATE VALVE „ BACKFLOW PREVENTER PRESSURE REGULATOR FLOW METER/MASTER VALVE _ ` R.C.V. W/ SHUT OFF VALVE SCALE: N.T.S. STD. DETAIL #518 : SCALE: N.T.S. STD. DETAIL #517 SCALE: N.T.S. STD. DETAIL #519 SCALE N.T.S. STD. DETAIL #516 s SCALE- N.T.S. STD. DETAIL #520 Ill SHRUB HEAD BODY SET TO 1/4'ABOVE FINISH GRADE ULCH STAND ALONE CONTROLLER WITH ANTENNA RAIN BIRD 33 DNP WITH PURPLE INISH GRADE RUBBER CAP SUPPLY ONE KEY ��- Ill se i SSi za PER 12 QCV'S INCLUDING HOSE ANT 1 ANTENNA PORT - - - - - EPDXY FILLED LOCATED __ SWIVELS. STRUCTURE 0 -T OUTSIDE OF BOX. III ( III-III III= I_I HARDSCAPING INSTALLATION/LOCATION COAXIAL CABLE - 1=1111 II i I -I I- ' PER CITY AND CALSENSE " Is III=III-III I I-I I-I I FINISH GRADE • INSTALL I "DEN REPRESENTATIVE _ ENC:OSURE TC K GROUNDED PER PLANTER BED ONLY. i LOCA: coDE GROUND RDC Tc BE II'I I CALSENSE CONTROLLER, -III-I I-III III- I _ INSTALLS: INSIDE ENc.OSURE ON MODEL NO. PER PLANS -I I II I I I i-I I I ,6' CONTROLLER SIDE �I I I=I I I I I= b -III I I=111-1 11- INSTALL CALSENSE INSTALL CONOULETTF W/ W II I-II I I I=I I I � ►,► ,. FINISH TP 110 DEEP WP 7 BOX _ I-I l i l=1 I f= _ i- =1 I I 11=111- �I I I III- GRAD,: it I I 0 CALSENSE HARNESS � I I- -III _ • ► • .3•-r z r-r II r CONCRETE 120 VOLT DUPLEX W z 1- N 11 I I FOOTING INSTALL A WNIl OF - I I-III M;N. S AEOVE GRADE AND SLOPE OUTLET (GFI) -_III CLEAN BACKFILL ORmA - SEE -I I SCM 40 BRASS NIPPLE 12' TOP TO OR" AT WtHw y OF 2% 5PEc5. FOR uATERAI. �' •I I I.. j l l I-I I I 90% COMPACTION REOUIRED SCH 40 BRASS 900 ELL b all: Ili 11 I k I l=l I =1' I_i i f- I I I-'I I- I al I Cowl WIRE/CDN" � �. _ SCH 40 BRASS 900 STREET ELL ilI-,I -III-I I- S SCM 110 PVC CONDU1' NON-PRESSURE LATERAL LINE- SCH.STEEL _� CALSENSE TP-1 SCH. 40 SNAKE PIPE IN A SCREW CLAMP TRANSIENT PRODUCTION BOARD b 1 �IIIII- TRENCH z SCH 40 BRASS NIPPLE . MINIMUM (3) PLACES 120 VOLT RARE I. RIGD STEEL - -J-1 24' LONG CONDUIT (PER LOCAL CODE) 90' SWEEP ELl ER h PRESSURE TO POWSIDE 0< CABINET SUPPLY LINE i► (TYP.) �� I I I I(I II I I- PIPE IN TRENCH SCM. 40/CL }tg SNAKE SCH 80 PVC 90'STREET ELL !4 REBAR STAKE IEEE!I i I=1 (24' LONG) ANT I Poll' EPDXY -I i I=I - CONTROL WIRES - BUNDLE NERVY DUTY WEATHER - RESISTANT � FILLED LOCATED OUTSIDE OF PHOTO ELECTRIC SWrcCM FOR SECURITY j- BOII. RNSTALUTK)N/LOGrIDN LIGHT CONTROL_ AS REOLARED PER PER CITY AND CALCENSE REP, ENCLOSURE MOUNT I - SCH 40 PVC PUNS 1 I I - - AND TAPE AT EN OC AND NNSTALL ADJACENT TO 90 STREET Ell -I I -�I=I I - l-"i 1= I I_I PRESSURE SUPPLY LINE r r ELECTRIC METER PER SCE I- 1 I 1 ARLEX 90°STREET LL I fig: CALSENSE CONTROLLER MODEL No. I-I I i ° PER PUNS. J I 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL I-� �- TMp. PROvIDE 6" ON. of SAND LATERAL FITTING ARLEX 90 STREET ELL REFER TO CONTROLLER J I CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR I BEDDING AND SHADDING IN$TALUTION SID. I I PRIOR TO CONSTRUCTION. N-PRESSURE LATERAL LINE TINIER REOUIRED PER L_J 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PUNS DESIGN TYPICAL (2) PLACES PLANS FINISH SEQUENCE OF REMOTE CONTROL VALVES. NTI DRAIN VALVE AS REQUIRED t SCM 4o CONDUIT BRANCH r GROUND ROD 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH IT MIN. BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE NOTE: FOR sEc4 DU ,,,,,,I,,,c _ i i i I ,p aT,,,E IN IIID WIRE AT THE ENCLOSURE. 1. PIGTAIL AND LOOP CONTROL MIRE AT 9D CHANGES INDIRECTION. NOTE: " STEEL coNDur (PER 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 1E' ON. DEPTH 1. LOCATE HEAD 2'TO 8'FROM WALKS.CURBS,HARDSCAPING,MOWSTRIPS, PRESSURE SUPPLY LOCAL coce) 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE }' AND LARGER 24- ON DEPTH AND EDGES OF LAWN. LINE FITTING ~=-_- - CONTROL VALVES. 2. USE TEFLON TAPE ON ALL MALE THREADS. N I .I;= _ 6. ANT. 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING PRESSURE SUPPLY LINE _ - (DTR2}AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER FEATURE AS PER THE IRRIGATION PUN. -- SYSTEM PRIOR TO ACCEPTANCE. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 12" POP-UP SPRAY HEAD A QUICK COUPLER CONTROLLER CONTROLLER ASSEMBLY TRENCHING •!P�•ll�ll•P\N�wAl�l.��lIRIIIIl�II lR�.IIPIPIwI IPI�IIIRw P!• w�lw� - - -- -- i- - -- - - - - - - - SCALE: N.T.S. STD. DETAIL #539 SCALE: N.T.S. STD. DETAIL #535 - SCALE. N.T.S. STD. DETAIL #522 SCALE: N.T.S. STD. DETAIL #524 ` SCALE: N.T.S. STD. DETAIL #532 1800 PCS SCREEN PERFORMANCE HARDSCAPING(SEE NOTE 4) STANDARD BL SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCS-370 ��• �• �� GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 . .. . COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED �V444 494 •• - 'SNAP-TITE'WATERPROOF 8F1' 3' 5' 81 CONNECTOR OR EQUAL FOR 8H 2' 4' 1' 7' 8'# I-III i I-III-III- NOW FLOW SENSOR CONNEC 8T - 3' S' S' 910 TIONS. so III-i III-III WIRE SERVICE LOOP (LOOP 2 5 7 7 ENOUGH WIRE TO EXTEND WIRE 10F 8' 5' 8' 10' -III(-I I I��I I BUNDLE 6' ABOVE GRADE) 10H 2' 6' 2' 10' 11'#10T 2' 6' 7' 10'! SPLICE BOX COVER WITH 100 2' S' 8' 7' LOCKING TOP ETCHED "S.B.' Zi CLEAN BACKFILL . SEE 12F 10'! 5' 7' 8' 12'! z -III - SPECS. FOR MATERIAL. 12TQ 2' 3' S' 7' 10' 10' 1-I I I 90% COMPACTION REQUIRED 12TT 2' 3' 5' 9' 11' 127 'O 12H 4' 3' 8' 10' 12'# 127 a =11I II- 12T _ 2' 8' 4' 10' 12'0 1-I I 3' IN PLANTER AREAS 12Q . 8' �0, 12'! PROVIDE 6' MIN. OF SAND BEDDING AND SHADDING 15F 5' 7' 11' 13'► - I . . . . . . . . . . . . . . . . 15TO - 6' 8' 8' 15'# _ 15TT - - 1' - 5' 6' 8' 12' 15'! 15H - - 1' 4' 5' 8' 12' 12' -i II 15T 3' 4' e' 12' 1510 151# . . . . . . . . . . . . . .. . . . . . . . : 11=t1 150 2' S' 12' 1510 DESCRIPTION OF REVISION I _ _ 15S0 - - - 7' - 12X12' 14X14' 20X20' 23X23' I-I • • • • • III- CONTROL WIRE SLEEVE 12' X 18'GREEN PLASTIC METER 17SST 0X18' 0X10' 16X16' 9X30' DATE APPROVED -III SIZE PER PLAN. INSTALL BOX, CARSON OR EQUAL 15CST _ 4X22' 4X29' 4X39' 9X24' __ III_ ADJACENT E PRESSURE 15EST 4X12' 4X24' 4X27' 4X3' 4X40' ANDS�A E C ITY o f RANCHO C - SUPPLY LINE 15EST 4X14' 4X16' 4X20' "� I-III •. . . . . . . . . . . . . . . . . . . . . . . 4X18' 4 , _ 5F 3" 4" 1' 2' 3' �� V�E. � _ _ R 5H-B 5• 10' 6" 2' . . . . . . . . . . . . . . . . . . . -III-I PRESSURE SUPPLY LINE fiy 50-B 7" 1(r 3' S' /� a m I-1 11 1 I I-I I I-1 -11 1=1 11 SLEEVE - SIZE TWICE - J DIAMETER OF PRESSURE HAVEN AVENUE STREET IMPROVEMENTS SUPPLY LINE. 16H-SU - 8' 16• 7" 5' 10' 3' 10' 14' 16'# -- y' •' `=ao BETWEEN 6•TYP. 160sLA 67 2' S' 3' 12' ,a'! 161 �cpcj BASE LINE ROAD & CHURCH STREET NONPRESSURE LATERAL } 22F-SS - 8' 1' 4' 6' 17' 21'! LINE SLEEVE SIZE TWICE 221+SS - 4' 1' 3' S' /2' 18' 12' ,ate �Q• DIAMETER OF INE NONPRESSURE 220-SS S 2 8 '3 15 20# 227 Lf9lf OF CQ4�E�Q� NOTES: #RECOMMENDED NOZZLE/BCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. IRRIGATION DETAILS I. ALL SLEEVES TO BE SCH.40 PVC. ZOLT WIRES. TAPED AND 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. BUNDLED AT 15 FT. INTERVALS NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. APPROVED BY: DAT E 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY 2 CU. FT. PEA GRAVELSTD,NO 120 Y STRUCTURAL(SEC ISN ) 36'MAX DEPTH To TOP of PIPE BELOW CITY ENGINEER 1 L! �i RCE N o . 24953 DESIGN ARCHITERRA DESIGN GROUP NDED TYPICAL SLEEVING 12 VOLT SPLICE BOX P. REEN HART JAF LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10630 TOWN CENTER DR., STE. 128 SHEE1 SCALE: N.T.S. STD. DETAIL #533 SCALE: N.T.S. STD. DETAIL #540 SCALE: SCALE: JRG RANCHOCUCAMONIGA, CA 91730 L-8 (909) 4842800 FAX: (909)4842802 CHECKED DRAWING NO. JAF DATE RLA NO. 2834 L5"68-L. SHEET Ab OFIl PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT S-2 S-3 T-1 S-5 S-5 S-6 V-1 S-1 PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 10 20 15 3 44 6 7 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES, Q STRUCTURE, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT, AT Q NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. S-6 rv1 O 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, ' 11 13 THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 'r� 00 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE T-2 Z ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE ' 15 3 g J SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. IT O .� � w 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED 5 _ LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE I ♦ • % CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT 0 ��J • 1 •} • • • • • • • • • • • y• • DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. Q MM , • • • • • • x x x • • • • 00S-4 W 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING W x x —Q p • 0 :42� REQUIRED. WD00 _... ,�., x x 00 8. WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC x x x x x LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS ". a. x x j S-6 REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. W 1309.14 T.C. 0 00Z j 5 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. LIMIT F WOR S-5"0' 'r.0 4100010" AfArAPOAP 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT 1314.42 B.C.R. 5 TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6'INTO THE SOIL AT THE S-5 S-6 S-1 S-7 S-1 S-3 S-1 S-3 T-1 T-2 S-6 S-5 REQUIRED RATES PER 1,000 SQ. FT. 4 7 8 18 5 13 5 21 15 3 15 1 5 4 S_6 120 LBS.I G PSUMSTABILIZED SAWDUST ' 10 125 LBS GRO-POWER PLUS ' HAVEN AVENUE 11. LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. WOOD CHIP MULCH IS AVAILABLE FROM: INTRAVAIA ROCK&SAND - - - - - - - UPLAND,CA 91785-2151 (909)982-6713 PLANT LEGEND A SYMBOL Qt1ANTITY TOTAL CALL-OUT BOTANIC NAME COMMON NAME SUE SPACING COMMENTS CHS PAGE) QUANTITY TREES Ig&AL t5ID.C. T-1 Bracl�populneus Bottle Tree Per Plan Per Plan Standards 15 50 156AL.. GD'o.C. S 7 V-1 T•1 V-1 S-3 S-5 V-1 V 1 V-1 T-2 Magnolia g.5t.Mary's' St.Mary's So.Magnolia Per plan Per Plan Standards 10 30 27 3 15 5 11 g 65 3 5 6 2 SHRd6 L-9/I.I LO S-1 Oietes bicolor Fortrq t Lily 5 A'gallon 46'O.C. - 124 510 T S-4 ' S-2 Ju*erm s.Tamarfscilotla' Tamara Juniper 5 gallon V o.c. 36 99 24 ; S-3 Lavan&M s.'Ott Quast' Spanish Lavender S Aegallm 36•O.C. 177 506 1 ' S-4 Leucophy n f.Green Che Texas Ranger 5 gallon V o.c. 66 154 S-5 Permisetum s.'Rubrum' Oriental Fountain Grass 1 gallon 42'o.c. 35 111 � 1 1IMIT WO 1 LAN 1 �A Mo r�. v► QtVs+ sb�. fl•c . -33, .'u O �ee / � �� //�� /'r ®r If //// S 7 Plumbago auriculata Cape Plumbago 5 gallon 10'o.c. 45 101 ' . • VINES S-2 6 V-1 Pal nocissus McuspWta Boston Ivy 1 gallon 15 o.c. Train to wool 47 173 W 2 - xx x x x - x x - -----_ GROUND COVER W , W Festuca mina Glauca' Blue Fescue Flats 12'o.c. 1125 S.F. 4700 S.F. 11.1 � x x x � x x x ' � x, (W 5 12'o.c. X46- 4� V6R NA pERvVtA.NA Hame 5611SAsp pVmpt•L (92 O.C.- ////// /////// ////////////// ////// //////// ////////// ////// /////////// //// / ////// /////////////// ///////////////1 // // /////////////////////////// 1 q �I &A.L--) Note: All ground cover areas t receive 12 of wood clip mulch. W 1 IMIT OF ORK ZI IZ 01 S-6 T-2 S-1 T-2 S-5 S-3 S-5 T-2 S-2 S-5 S-1 U T-1 H-1 29 15& 8 \15L 2 3 53 4 15 1 22 4 74 15 2 11--- 15 4 �1 1 � 1 HAVEN AVENUE Rr-vISE PANT,Nle („FIEND To REFLECT Flet-P GAANC-E DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA V�,�, HAVEN AVENUE STREET IMPROVEMENTS _ w n - BETWEEN �ene -1�a 00 : BASE LINE ROAD & CHURCH STREET FOR CONSTRUCTION PLAN, C;;i.�E��`� PLANTING PLAN Underground Service Alert SYMBOL LEGEND SHEET KEY ARE . FOREET IRRIGATI2 FOR ON HIS 9 AREA. FOR IRRIGATION TREES SHRUBS TPLAN, SEE HIS AREA SHEET L-5 FOR APPROVED BY: DATE :j/ ,�/ ' CITY E N G I N E E L�(ff GN RCE N0 . 24953 Cj Call: TOLL FREE CALL-OUT w Ali 8 8 8 0 8 DESIGN ARCHITERRA DESIGN GROUP SYMBOL ALL UT II W E ,� JAK LANDSCAPE ARCHITECTURE i SYMBOL J� � � � - ? SITE PLANNING 1 -800 SIZE DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET Mt� QUANTITY �L �. .. � � _. - - _ - ��-4133 (gal /box) QUANTITY = HAVEN AVENUE < JAK RANCHO CUCAMONGA, CA 91730 L-9 U m uk (909)4842800 FAX: (909)4842802 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' CHECKED DR TNG X10. DATE RLA NO. 2834 L SHEET ;tq OF 3 - PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH S-7 PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE 2 RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT S-4 S-2 S-7 S-5 V-1 T-1 V-1 rS4 S-1 V-1 S-5 V-1 rS-5 PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 8 34 26 4 8 15 3 6 22 30 8 4 2 3 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, 8 V-1 NO COST STRUCTUTO THE CITY,ANY DAMAGE OF SAID U DERE, ETC.,AND SHALL TAKE SOLE RESPONSIGROUND BILITY FACILITIES.FOR THE AIR/REPLACEMENT, AT T 1 V-1 V-1 2 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION T 15 1 3 4 OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE ' WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE 1 SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. AAQBK �r r//rrr r // r rrr rr //// i/ i1r / /// //// r/// r/// //// //// ///r ii / //// /r1 OFke A/ i ii / i /// ///// r//// s/// ///// // / ///// /r// // rr / 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED - - N CAP AREAS B YON TH IMIT OF W R , THAT► A DIRECT R ULT OF THE N SCAPE • • • f j• • • • } ! • • • _ • • • • • • • • • _ f ' CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT O r� , DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY, 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR TE W ^ -% x x x x x x x PLANT RIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING LLJ _ ' REQUIRED m O x x ` _ w 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC w w Y x 'Y " x x x x x _ x x x x ' LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS (� ` ; / ' REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 0 � O ..: o W l W 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. ,,,,,/,//,,,,,,,,//,,, „/,,, ,,,,, .rr.rr/. .rr,r „//„ ,,,,/,,, ,,,,,,,, ,,,,,,,,,,,, . .. lelf , J . Ar ,/,,,,,/,,,,,, , ,,, „/„////,// //////„ ,,, ,,,,,/,,,,,,,,,,,,, ,,,,,,, ,,, , „ z J ' LIMIT W i 1 J 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT ' = TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6•INTO THE SOIL AT THE Q REQUIRED RATES C.Y. Y PNITROGEN STABILIZED SAWDUST Q 120 LBS.GYPSUM L-10/I.7 S-6 T-2 S-6 S-1 S-3 S-6 rS-1 S-5 S-6 T•2 S-3 S-1 S-5 T-2 T•1 T 1 T 2 S 6 T-2 S-3 125 LBS GRO POWER PLUS 4 15 1 6 17 33 13 t4 4 14 15 2 35 47 11 15 1 15 2 15 7 15 3 15 1 67 ; 11, LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, HAVEN AVENUE , AND ._ AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: _ 1 INTRAVAIA ROCK&SAND UPLAND,CA 91785-2151 (909)982-6713 S-3 t PLANT LEGEND p SYMBOL QUANTITY TOTAL CALL-01IT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS MISPAG "NTITY TREES IS F,aL 25'e.c. T-1 Brachychiton populneus Bottle Tree Per Plan Per Plan Standards 25 50 T-2 Magnolia g.5t.Mary's' St.Mary's So.Magnolla Per plan Per Plan Standards 14 30 r&_7V-1 T-1 S-2 rS "�7 V-1 S-5 V-1 S-7 V-1 T-1 V-1 T-1 V-1 S-4 2 7 15 3 12 3 2 6 4 7 8 15 1 6 15 2 5 39 L-10/1.1 SHR S S-1 Dietes bicolor Fortnight Lly 5 Xgallon 48'o.c. 218 510 V•1 ; S-2 Junipers s.Tammiscifolia' Tamarac Juniper 5 gallon 8'o.c. 50 99 ' 0 , S-3 lavandula s."Otto Quast' Spanish Lavender g Ygallon 36'o.c. 199 506 ' 2 1 S4 LeucoplryMum f.Green Chid' Texas Barger 5 gallon 8'o.c. 69 154 E ; w S-5 Pennisetum s.'Rubrum' Oriental Fountain Grass 1 gallon 4Y o.c. 57 111 ; F , I t dg 4946 ;amm ��J L-ANTanm��CVIVF1,J5O.0. S-7 Plumbago cula5gallon .c W . _ --- x x . • • • • w VINES ' ., .. ,x.. ..,,�., x ..� . ..'•"'"'°. V-1 Parthenocissus tricuspldata Boston h'Y t gallon 15 o.c. Train to wall 67 173 x x x x x x x x' x x x x - W x. x x x � �_. ".. 3 4 x x x x GROUND COVER y / x x x 1 .. _s w 1, y � INL i'+ ”LL LL Z Festuca ovine Giauca' Blue Fescue C1Y pots 12'o.c. 2518 S.F. 4700 S.F. �....... If 1P.0 .... ......././////r/r rr r/////////rr/rrr..r/// ////////////// / / // ////rr///r/.////////./// //// ./.../.. . ..../........�./ �. .. ... .�.�... ...�............... �. .. //////// _ W LIMIT OF WORK _ Pacific IM H0 id � � 0-r_ -�-- tee• Z 1 , U '" V egII a PERuvI oIII 'HOM QSTEAV PuMPI.>=I �d Z' Note: AN ground cover areas to receive '4 r1 OF wood chip mulch. _ S-6 S-5 T•2 S-1 T-2 S-3 S-3 S-5 S-1 T-1 rS3 T-2 S-1 T-2 S-5 S-3 S-6 T-2 19 4 15 1 20 t5 1 18 15 5 17 15 6 18 1 1 73 15 1 13 6 73 15 1 6 15 1 i HAVEN AVENUE S-3 F_:VtZ� PL-AN-Tt"& L-E[�r•JD -TO IE.FLE�CT FIbL-C> W ' Q CHANC ES Y CIL %.- 0 DESCRIPTION OF REVISION Q DATE APPROVED oC CITY of RANCHO CUCAMONGA W HAVEN AVENUE STREET IMPROVEMENTS W ( _ C: IBETWEEN Uj �.� BASE LINE ROAD & CHURCH STREET Cc FOR CONSTRUCTION PLAN, SEE SHEET L-3 FOR THIS �r�l v3 ��\P PLANTING PLAN Underground Service Alert SYMBOL LEGEND SHEET KEY AREA. FOR IRRIGATION PLAN, F OF Ck% le J TREES SHRUBS AEE SHEET L-6, FOR THIS APPROVED BY: , �- , ,.DATE : /(/�; c ' Call. TOLL FREE CALL-0uT w 8 8 8 1 8 g o CITY E N G tNE (,c, SGC � G` RCE N0 . 24953 SYMBOL CALL-0 r= M < 0 0 - DESIGN ARCHITERRA DESK AI GROUP NpED �- Ln � t ��F JAK LANDSCAPE ARCHITECTURE SYMBOL = z SITE PLANNING 1 -800 SIZE r. RAW H Ww Q � _ _ _ _ � _ _ .- _ � � � w `' DRAWN 1os3o TOWN CENTER DR., STE. 128 S E (gal./box) QUANTITY QUANTITY = HAVEN AVENUE < JAK RANCHO CUCAMONGA, CA 91730 L-10 422-41 33 U -- m (909,484 2800 FAX: (909)484-2602 CHECKED DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' RWK DATE RLA N0. 283.4 SHEET 20 OF -3;;1, PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT V-1 V 1 V-1 T-1 rv-1 T-2 S-5 V-1 T-2 V-1 S-6 V-1 T PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 2 5 415 2 3 15 2 3 10 15 1 3 8 5 15 5 2 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURE, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 1 1 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION 1 1 OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, 1 1 THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE T-1 S-7 ; WORK APPROVED BY THE CITY. 1 g 15 1 16 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE 1 6 1 0 ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE 1 1 SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 1 J O1 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED J 1 Q 1 W LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE w �� 1001ple'r 'Jew�r III'Ary ®r11®r1 � Olo Irlelelf le'r � �� Ir � 00�� r AF Ir"roO� AwIF � Jroo� �� 00&ro ��AP�� i�i iii00i ii �� i iiia i iiiiii i� i ii ii iiiii �iiii �" - i iii w CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT i } — - - - - - - - = DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. - • W -- 7. QUANTITIES FOR ,,,�� QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY FINAL W PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING w REQUIRED. _W x x ' rµ x '� 1 1� x x x / X x X 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC W C3n Do 1> 01) 00 �t x x LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS z o i REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. _ L IT OF OR K , z 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. V I = 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT U TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE Q , S-5 S-3 S-1 S-6 T-1 S-2 $-6 S-4 S-6 T-2 S-3 T-2 S-5 S-6 S-1 S-5 T-2 S 3 S-5 $-6 1 SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6'INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. ' Q 4 C.Y. NITROGEN STABILIZED SAWDUST 1 3 32 54 11 15 1 11 10 19 5 15 1 19 15 1 3 5 10 5 15 1 15 5 5 1 120 LBS.GYPSUM L 1 1 125 LBS GRO-POWER PLUS ' HAVEN AVENUE T-2 11. LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, 15 1 ' AND AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT 1 A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE INTRAVAIAROCK ASAND 1 UPLAND,CA 91785-2151 1 (909)982-6713 S-1 14 PLANT LEGEND 0 SYMBOL TOTAL I4� BOTANIC NAME QDMMON NAME SIZE COMMENTS (Q�PAA LL TREES 25.0-c- T-1 Brachychiton populneus Bottle Tree 6&AL.Per Plan Per Plan Standards 10 50 T-2 Magnolia g.5ry"s't.MaSt.Marys SO.Magnolia 1�iPer plan Per,Plan Standards 6 30 L-11/I.1 SHR S-1 Dietes bicolor Fortnight Lly 5Xgallon 48'o.c. - 168 510 S-2 Jumperus s.Tamariscilolia' Tamarix Juniper 5 gallon 8'o.c. 11 99 S-6 V-1 S-3 Lavandula s.'Otto Wast' Spanish Lavender 5 A galm 36'O.C. 130 506 25 SA Leucophyllum t.Green Good' Texas Ranger 5 gallon V o.c. 19 154 I` 8 S-5 Pennisetum s.PAft m' Oriental Fountain Grass 1 gallon 42'o.c. 19 111 chi S-6 91"M gap t— AxIc. 448- 43:7W LAKTANA 1h0MMv%OSrosis uou (, S-7 Plumbago auriculata Cape Plumbago 5 gallon IV o.c. 16 101 w VINES Cl) j0. .......... LI M F W V-1 Partherwfssus tricuspidate Boston Ny 1 gatlon 15'o.c. Train to wall 59 173 RIM ld xx - m U � x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 00 W GROUND COVER 1 WFest"wine Glauca' Blue Fescue 4015'pots 12'o.c. 1057 S.F. 4700 S.F. 00 04 6 61 00 1257.75 B.C.R. 1 vE�zFy a peRUvIIA"A H0M64rEA0 nvRp�' AL Z -� ^J? L. jI .411 04 ' w Note: All ground cover areas to receive 6' wood chip mulch. 00 ..... ............ ...... ..... .i. z LJIMIT OF WORK ; J IV 1 ~ S-3 S 6 rS--3 SS-3 rS-3 1 1 � 17 14 17 14 1710 90 13 ' t2EvtsE PLAn1TiNC� LEC�ErsO To R�F�E�c-T FiF�p a.I�_r�q HAVEN AVENUE �HaN�es Sy C ' DESCRIPTION OF REVISION DATE 1APPROVED 1 CITY of RANCHO CUCAMONGA /`AtvD S CA pE HAVEN AVENUE STREET IMPROVEMENTS 5, EBF cti, BETWEEN BASE LINE ROAD & CHURCH STREET ,� ,� r� FOR CONSTRUCTION PLAN, ou PLANTING PLAN • H E ET KEY SEE SHEET L-4 FOR THIS C$"�g Underground Service Alert SYMBOL LEGEND S AREA. FOR IRRIGATION PLANl APPROVED BY : DATE : SEE SHEET L-7 FOR THIS . F C f G +.�FO I TREES SHRUBS AREA. CITY ENGINEER l/ (� RCE N0 . 24953 Cali: TOLL FREE t 8 8 s g < CALL-OUT w wi c �„ C5 DESIGN ARCHITERRA DESIGN GROUP (\DED SYMBOL CALL-OUT "' Ii JAK LANDSCAPE ARCHITECTURE SYMBOL �L_ SITE PLANNING 1 -800 SIZE _ - J R DR.,STE. 128 (QUANTITY - .. — — — — — — w D RAW N RAN RANCHO CUcn�GA,CA 917W S H EET 422-41 33 (gal./box) QUANTITY = HAVEN AVENUE m JAK 114e4 2e00 FAX: (9os)4sa 2802 U CHECKED DRAWING0. TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' RWK DATE RLA N0. 2834 /� &B -� SHEETS OF 3bl, N ^ WN L NOTES f^ v STORM P'AINfUNDERGROUND 1 REMOVE NURSERY STAKES UTCR 2 STAKES ARALLELTO BE PLUMS AND S Q5 v n` , (-,\ 3 STAKE TREE PERPENDICULAR ` V TO PREVAILING WIND v v N TOP TIE TO BE PLACED AS LOW U AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD v ` OF TREE WHERE SPECIES GROWTH ALLOW FOR WIND FLEXING OF THE TREE w SIDEWALK UTILIT \ v W �� BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERIMTS. v TIGHTLY COMPACTED S'BERM TO FORM = I v MAIN TRUNK DEPRESSED WATERING BASIN TDP OF ROOTBALL TO EXTEND r �`` OR ALLOW THE HEAD TO DROPIS �Qy EXTEND 2 ABOVE v �*W000 CNIP MULCH (w TOP OF ROOTBALL TO uRBANDGUTTER MF'Ea o (2lSETS OF CINCH TIES ORIGINAL GRADEA VE FINISH GRADE N W1 GALVANIZED SCREWS ACED 24"APART. ACH TO 3• FINISH GRADE GREATER THAN r DIAMETER TOP OF STAKES BELOW � BACKFILL W NROCKS HEAD OF TREE WHERE 12 MAXIMUM LODGE POLES. SPECIES GROWTH HABIT PERMITS D IN MAIN TRUNK TOP OF ROOTBALL TO EXTEND r DIA.LODGE POLE PINE STAKES PLACE ITO FORM WTIGHTLY ATERING NGBASIN (2)SETS OF CINCH TIES SPACED 24' r ABOVE FINISH GRADE WITH WOOD PRESERVATIVE STAIN, L APART ATTACH WITH GALVANIZED DRIVE A MIN.OF 6'INTO UN- SCREWS TO S'LODGE POLES DISTURBED SOIL AND POSITION SIDEWALK z r DIA LODGE POLE PINE STAKES ORIGINAL GRAD STAKES OUTSIDE ROOTBALL. FH DRIVE S L 9 x WITH WOOD PRESERVATIVE STAIN, r BERM TIGHTLY COMPACTED ROOT BALL I APPROACH p 9 l� DRIVE A MINIMUM OF S'INTO IN PUCE TO FORM WATERING UNDISTURBED SOIL AND POSITION BASIN. LOCATED OUTSIDE OF B STAKES OUTSIDE ROOT BAIL LANT PIT. I __ „- 1 __ PLANT PIT TO BE(2)TIMES THE ROOT BALL C'� ANS Gv EA 1 �1 WIDTH OF THE R00T BALI �5_' S 5' 10' 10' FRONT GUARD IN TURF AREAS AND -��j . IN MIN t TOP OF ROOT BALL TO EXTEND r NDERGROUND ABOVE FINISH GRADE PLANT I THE BE TIMES THE STRUCTURE e9 TIGHTLY COMPACTED r BERM TO FORM NATIVE BACKFILL W11H CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND NO ROCKS GREATER NATIVE BACKFILL WITH NO TRANSFORMER VAULT. 00 GROUND COVER INSTALLATIONS LOCATE OUTSIDE OF PLANT PIT BERMS IN TURF THAN 3'DIAMETERp ROCKS GREATER THAN T ROOT BA TO BE REMOVED PRIOR 70 CITY jB� DIAMETER NOTES: ACCEPTANCE i 111'Y\/jWn(`/{/Y't1 * r PLANT PIT ( 11REE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER WI TIMES THE WIDTH H OF UNDISTURBED NATIVE SOIL ALL TREES IN THE R.O W ARE SUBJECT TO LINE OFSIGHT - - THE ROOTBALL. CRITERIA AS APPROVED BY TRAFFIC ENGINEER I - �lt�` j `D NOTES 3.AT ALL LOCAL RESIDENTIALILOCAL RESIDENTIAL INTERSECTIONS PLACE 1st <r tt.` IE _ 1 UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE PARKWAY TREE AT A MIN OF 25'FROM BCR OR ECROF ROOT BALL DO NOT CRACK ROOT BALL 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND , tiF UNDISTURBED NATIVE SOIL. FACILITIES IN ADDITION MAINTAIN 10'FROM CENTER OF TREE TO ALL UTILITY T ;LL x `; NATIVE BACKFILL WITH NO UNDISTURBED NATIVE S OWNED WATER&SEWER LATERAL LINES I � ROCKS GREATER THAN 3'DIA 5.TREES SHALL NOT BE LOCATED ON PROPERTY LINES ;I�? I �- NOTES: 6 STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISIONt� 'I NATIVE SOLI UNDISTURBED 1. UNTANGLE MATTED ROM BY LOOSFRM ALL ROOTS AT EDGE 'rt .1K. _,i clirlr OF ROOT BALL DO NOT CRACK ROOT BALL. 7.STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY NOTES: STANDARD PLANS TWICE ROOT BALL WIDTH 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. ,TREE PLACEMENT,.,!•__+_,*„�_.___, „ T= DOUBLE STAKE TREE ON SLOPE CONTAINER PLANTING ] CONTAINER PLANTING ON SLOPE SCALE: N.T.S. STD. DETAIL #501 - SCALE: N.T.S. STD. DETAIL #502 SCALE: N.T.S. STD. DETAIL #505 SCALE: N.T.S. STD. DETAIL #506 SCALE: N.T.S. STD. DETAIL #507 FLAT SIDE UP CURB MORTAR COBBLESTONE SIDEWALK CASE-1 2% 1 v MINIMUM CONCRETE BED BOULDER UNDERNEATH COBBLESTONE Eris (LOCATE PER PLAN) MIN.SOIL DEPTH AT POINT 1 S REFERENCE NE HALF OF SPACING rCO68LESTONE EDGE OF COBBLE I. LANDSCAPE (Point Value) CLAIMED (SHEET_#IRFF•#) LIMIT OF PLANTER AREAREQUIREMENT 1. Water conserving plants. (20) 20 1.1/L-9, 10, 11 CONCRETE HEADER-Irr RADIUS 3.12'MINIMUM 0 EXPOSED EDGES d FINISH PER PLAN CONCRETE BED (INSTALL AT GRADE LEVEL AT SWALE _. 6•�p4•--�6• 2. Turf limited to 25% (45% residential). (20) 20 I.2/L-9, 10, 11 1 2 CROSSINGS) 2'MAX ARED STONE SWALE 2'IN PLANT BED _EDEPTH 3. Plants grouped by watering needs. (10) 10 I.3/L-9, 10, 11L_ B•OR a• \ TFINISH GRADE COBBLESTONE CCONCRETE BED CONCRETE CURB SEE NOTE 2 BENEATH COBBLE WI 13 BAR 4. Hardscape (non-irrigated) surfaces. (10) 10 1.4/L-2, 3, 4 7 MMI If MAX RAD. CURB 6 GUTTER • • • CzCe•e•e o�� •. � _ 5. Permeable paving. (5) - - - - - - - - - � � � I I 1=1 I I "•e• I I 1=1 11=� . . . v4p 6. Low water turf varieties. (5) ( SIDEWALK HAROSCA 7. Mulch provided in non-ground cover areas. 5) 5 I.7/L-9, 10, 11 I I • �• • i I r PCC MOW CURB PER 7 MIN.It MAX RAD. JOIN AT RIGHT ANGLES(TYR) LEGEND: • • NOTE: CITY STD 534 � I • e -I��_ (UNLESS AOTH�RTWISE�INSTRUCTED) 8. Soil amendments. (5) 5 SEE SPECS 1. GRANITE BOULDER SIZE PER PLAIN, BURY I&OF TOTAL -III III I I I 1. ALL SHRUBS AND GROCOVER TO BE PLANTED AT EQUAL NOTES DEPTH BELOW FINISH GRADE AS SHOWN. UND ROCK SIZES.UNLESS OTFIERN*SE SPECIFlEO,SHALL BE: SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON BOULDERS MAX 7•0"=MIN Z-0' 2. FINISH GRADE LINE. MBE PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. COBBLESTONES MAX.12'-MIN.r WITH ONE FLAT SIDE 3.BOULDERS SHALL HAVE v3 EMBEDMENT,COBBLES SHALL HAVE EMBEDMENT. NOTES:Points Claimed: 70 NOTE: CITY TO APPROVE BOULDERS AND SPOT LOCATIONS NOTES. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CIASS'D'MORTAR. 1 PART CEMENT 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 4.TO 2.12 PARTS SAND 2000 PSI PORTLAND CEMENT CONCRETE (NO-DRY-PACK'IS ALLOWED) PRIOR TO INSTALLATION. 1. PROVIDE SCORE JOINTS AT 10'-W O.C.AND Tr EXPANSION SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER A SAMPLE AREA.MIN 40 SO FT.,SHALL BE APPROVED BY THE CITY INSPECTOR.PRIOR TO JOINTS AT 29-T O.C. 5.PROCEEDING WITH REMAINING ROCK WORK SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 6.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. (Minimum Points Required:) (60) 2. r WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS 8 EXCESSNE GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 7,IRON CONTENT PRIVATELY MAINTAINED AREAS 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES CONCRETE CUSS 520-D-?W 3. CONCRETE TO BE 520-C-2500 MIN, OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. SHRUB/ G .C. SPACING COBBLESTONE (FUTURE) XERISCAPE ASSESSMENT SUMMARY - BOULDER PLACEMENT CONCRETE HEADER SCALE: N.T.S. STD. DETAIL #508 Y SCALE: N.T.S. STD. DETAIL #542 SCALE: N.T.S. SCALE: N.T.S. ° SCALE: STD. DETAIL #534 4. OF COMPACTED WOOD CHIPS tr- Ap MULCH. �' r,:3LI t�yyt qtr NCRETE HEADER, CURB &CAPGUTTER, SIDEWALK, ETC.) FINISH GRADE 12• r EXCAVATION FOR I1�r D l •r r EXCAVATION FOR MULCH001.71 1011,7 I FUTURE COBBLE AREA Z% r EXCAVATION FOR • MAX. FUTURE COBBLE AREA 2%SLOPE ` 7 MAX st�'E 2% 2%SLOPE --� � MAXI► HOVEL CUT EDGE OMPACTED NATIVE SOIL r EXCAVATION FOR MULCH t EXCAVATION FOR MULCH DESCRIPTION OF REVISION :IA'-�' r-�• 5-0` T-0• 8'-0• 8'-0• DATE APPROVED PLANTER AREA EXCAVATION CITY EXCAVATION 110 AREA SIDEWALK AREA PLANTER CITY o f RANCHO CUCAMONGA ( AREA SIDEWALK NOTES: COBBLE AREA) COBBLE AREA) *2Cr-Or V-(r T-(r V-(r PUNTER AREA EXCAVATION Cm EXCAVATION 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL (FAREA AREA UTURE SIDEWALK FUTURE 12-0• 2. MULCH TUNDER TREEA SAMPLE S ANDS RUBS THE INSPECTOR AS DIRECTED ECTED ON THE PLANS AND BLEND HAVEN AVENUE STREET IMPROVEMENTS 3T(" COBBLE AREA) COBBLE AREA) INTO EDGES AT GROUND COVER AREAS. BETWEEN 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT. BASE LINE ROAD & CHURCH STREET 3T-0• PLANTING & CONSTRUCTION DETAILS APPROVED BY.- DATE4/ '�V' CITY ENGINEER RCE No . 24953 = SECTION - STA. 154.00 + 80' SECTION - STA. 149.00 SECTION STA. 149.00 MULCH DESIGN JAF ARLANiDSCPE DESIGN CHIT URE "`DE° T SITE PLANNING N _ II - STD. DETAIL #509 DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET _ SCALE: 118 - 1 -0SCALE: 1/8"= 1 -0 6 SCALE: 1/8"= 1 -0 SCALE: JRG RANCHO CUCAMONGA, CA 91730 L-1 2 (909) 484-2800 FAX: (909)484-2802 CHECKED DRAWING �y0. JAF2834 DATE RLA 1V0. SHEET. OF _-