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HomeMy WebLinkAbout2418-L CITY OF RANCHO CUCAMONGA PUBLIC WORKS DEPARTMENT T T 8794 LION STREET RANCHO , CA 91730 LANDSCAPE MAINTENANCE DISTRICT NO . CONTACT: MR. DEAN RODIA NORTHEAST CORNER OF RANCHO CUCAMONGA , CALIFORNIA VICINITY MAP GENERAL NOTES SHEET INDEX Dumber Sheet Description 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY, 1 L-1 .0 TITLE SHEET 2, AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK L-1 .1 PHASING PLAN BASELINE RD 3. ALL WORK SHALL BE PERFORMED ACCORDING TO THE CURRENT CITY STANDARDS, CVWD STANDARDS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 3 L- . 1 DEMOLITION PLAN 1 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, 'PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS 4 L- . D E LITI PLC u� REQUIRED BY LAW. �pV\w Q L- . DEMOLITION L , � TURF W 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYSLU L- .4 DEMOLITION ENLARGEMENT PLAN > PRIOR TO CONSTRUCTION. W 7 L- .1 CONSTRUCTION PLAN 1 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL CHURCH ST SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L- e CONSTRUCTION TI L- uJ 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE 9 L-3.3 CONSTRUCTIONL > CITY ENGINEER. 10 L- .4 GRADING ENLARGEMENT PL J ¢ > 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. 11 L-3.5 CONSTRUCTIONENLARGEMENT PLAN T_ 2 I-u 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS 1 - m CONSTRUCTION 1 0 Of > ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 60 DAYS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL<C z COLOR, FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS, MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION, 13 L- .7 CONSTRUCTION I T IL FOOTHILL BLVD PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE - Sol ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATIOhJ SYSTEM!N GOOD WORKING ORDER WITH PROPER COVERAGE, 14 L- , CONSTRUCTION DETAIL REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 1 L- . CONSTRUCTIONI IL CMG CENTER DR, 10, APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 16 L- °� I I I L 1 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760-438-0525. 17 L-4.2 IRRIGATION PLAN 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 18 L-4.3 IRRIGATION PLAN ARR®WIRTE 1 L-4, IRRIGATION DETAIL® BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8"WIDE X 6" DEEP CONCRETE HEADERS ® BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6" DEEP CONCRETE HEADERS 20 L-4.5 IRRIGATION DE I AIL BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS � �� 1 L- ,1 PLANTING PLAN PROJECT SITE 13, MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS CONCEPTUAL ONLY, APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,ADJUSTED AS NECESSARY TO 22 MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. L- PLANTING PLAN 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: 23 L-5.3 PLANTINGL AN 3 m PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. 4 L-5.4 PLANTINGL E E T PLAN PRIOR TO THE COMMENCEMENT OF ANY PLANTING,APPLY SOIL AMENDMENTS PER TEST RECOMMENDATIONS IN THE SPECIFICATIONS. 25 L-5.5 PLANTINGET IL 1 ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 6 - ,1 CONSTRUCTION AND PLANTINGIFI ATI ONS .T. 7 L-6.2 IRRIGATION SPECI I TI RESPONSIBILITY 1. ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE AND MARKED RECYCLED WATER. 2. ALL VALVE BOXES MUST BE PURPLE AND MARKED RECYCLED WATER,THE COMPLETE BOX TOP AND BOTTOM. 3. ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES.STRAINERS AND ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED OR TAGGED RECYCLED WATER DO NOT DRINK ON ONE SIDE AND IN SPANISH ON THE OTHER SIDE. / ARCHITECTURE 4. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED. 5. IRRIGATION CONTRACTOR MUST SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION. 6. CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. SITE PLANNING 7. QUICK COUPLERS TO BE ACME THREAD TYPE AND MARKED RECYCLED WATER. ' 8. QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. 10221-A °�TRADEMARK TWEET 9. ABSOLUTELY NO HOSE BIBS OF ANY KIND HOOKED UP TO RECYCLED WATER. Rancho Cucamonga 10. ON LANDSCAPE LINE INSTALL TEMPORARY RP BACKFLOW DEVICE PER CVWD STD. DRAWING#111 WITH A STRAINER UPSTREAM OF BACKFLOW AND A ACME CA 91730 t THREAD QUICK COUPLER FOR RECYCLED WATER 2FT,DOWN STREAM OF LAST ELBOW, IN A PURPLE VALVE BOX MARKED RECYCLED WATER. (909) 4 4.2 00 11. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES SHALL BE 10FT.AND THE VERTICAL DISTANCE SHALL BE 1FT. FAX (90 ) 484-2802 12. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC WATER LINE,RECYCLED LINE MUST BE SLEEVED AND EXTEND 5FT.ON BOTH SIDES OF PIPE. / a A - i 13. SUBMIT 1-HARD COPY AND 1-PDF COPY OF IRRIGATION PLANS TO CVWD WITH H STD.DRAWING#402 AND THIS GENERAL NOTE ON THE TITLE PAGE,AND PROJECT MANAGER: SHOWING A MlNIMlUM OF 10FT. SEPARATION FROM IRRIGATION TO POTABLE SERVICES. Richard KrLlmwlede 14. TYPE K COPPER OR BRASS PIPC FROM METER TO 3FT.PAST PROPERTY LINE WITH REGULATOR AND ACME THREAD QUICK COUPLER INSTALLED. JO IF PELAYO CA Lic. #2834 AZ Lic. # 29115 I 1 \ 15, ABSOLUTELY NO LOOPED IRRIGATION SYSTEMS, ONE SERVICE ONE SYSTEM. NV Lic. #446 jpelayo@architerradesigngroup.com I #rA himi16. PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. 17. PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF IRRIGATION. if ALL IRRIGATION EQUIPMENT AND INSTALLATION PRbACTI ES SHALL COHERE T CVWD AND THE ITY'S CURRENT RE L�AII�1E LU WATER NOTES, STANDARD DRAWINGS AND SPECIFICATIONS, lEm'I Lij LANDSUO"'APE QUANTITIES a x.< a e . 1 PHA 2/24/15 " � :: n 1 PROPOSED VEGETATION SE LIMIT POST CASLE DETAIL IRRIGATION REVISI01 x LMD LANDSCAPE SUMMARY ''��x�b'2Y>L:SSK iQi<fa2Y7b"a��t`ttisit'fi4s4rn:..vw3:�t'fi�i�"' # - : '� �.5 � 1 LLI { -� t � � �' �- �E � d Juniperus Spartan' Spartan Juniper t5 Gal, Per Plan M 8 a Rhamnus'Mound San Bruno Mind San Bruno Coffeeberry 15 Gal. 42"o.c. L 111 ` x 4 �_ _ V__ ALL HARDSCAPE AND LANDSCAPE TOTAL, EXCLUDED BUILDING: l � \ a Laurus nobilis'tvlonem' Emerald Wave Sweet Bay 15 Gal. Per Plan L 3 I r .\ , g . \n . _ ___ __ $ ' TOTAL SQUARE FOOTAGE 218,435 SF Gulf Stream Bamboo seal. 36"o.c. M 265 2 iRRIC. POC MOTE & I EGEC�D/TREE ROOT BARRIER DOTE ADDED 3/7/16 r Nandina Gulf Stream y \s a Carpentaria califarnica'Elizabeth Elizabeth Bush Anemone 5 Gal. 36"o.c. M 80 1� TOTAL ACRES 5 ACRES e L# In �. Cord line b.'Fesfival Ras berr' Festival Ras berr Cord line 5 Gal. Per Plan M 86 .�'x'��Z,. Y P y P Y YLavandula a.'Hidcote' Hidcote English Lavender 5 Gal. 30"no. L 106 n LANDSCAPE AREA 37,198 SFk Anigozanthos'Bush Range Bush Ranper Kangaroo Paw 5 GaI. 18"o.c. 1. 915 S�. � & r a ti' :<<,>Y S a.w_," „-,,, IRRIGATION AREA 37.198SF 1_6ymusc.'CanyonPrince' Canyon Prince Wild Rye 5Gal, Per Plan M 102 CITY .dv'-- y°l __iC.- -"' �y "Y�„�: t r. DESCRIPTION �-� 7 p, ''p-� �' -: �Y°`�" < " 31 801 SF Lantana'New Gold' New Gold Lantana i Gal. 24"o.c. L 447 OF REVISION q DATE y SHRUB AND GC AREA �4 1 Dianella c.'Cassa Blue Cassa Blue Flax Lily 1 Gal. 18"o.c. M 482 A � ux x� Ny yam a - 1:. �� �< DECOMPOSED GRANITE 12,778 SF Dianella t 'Yellow stripe' Yellow Stripe Flax Lily 1 Gal. 18"o.c. M 210 CONCRETE HEADER 2,663 SF Dianella t.'Variegata' White Stripe Flax Lily 1 Gal. 8"o.c. M 205 Bulbine(.'Hallmark' Orange Stalked Buibine 1 Gal. 18"o.c. L 1,715 ALUMINUM EDGING 624 LF t Ell Pennisetum s.'Ea on Canyon' Dwarf Red,ounlain Grass 1 Gal, 24"o.c. L 12 CITY OF RANCHO CUCAMONGA 4 . .. cs�, s Mahonia repens Creeping MahoniaiGal. 42"o.c. M 166 �' G NEWLY PROPOSED: 6 064 SF TOTAL Aloestriata Coral Aloe 1 Gal. Per Plan L 129 IMPERVIOUS PAVING, N Muhlenbergia rigens Nashville Bush Muhiy Deergrass 5 Gal. 24"o.c. M 81 k GROUTED COBBLE,5,983 SF G Bee's Bliss Sage al. 36"o.c. L 115 „t sS ADDED CONCRETE,81 SF ` V V {< Saivia'Bee's Bliss' , .,,E N, ,.,rn,•,,.,,,,, _,,,, _....:........4 -......, W,w„„„><NNw Oenothera framontii'Shimmer' Shimmer Evening Primrose 1 Gal. 18"o.c. L 1,221 CIVIC '"ENTER RENOVATION x \ E REPLACED:\�P � � f IMPERVIOUS PAVING, EXISTING TO B 2,174 SF TOTAL Rhamnusc.'LtueSur' LitueSur Coffeeberry SGaI. 36"o.c. L 43 � \ _ : � r al ; , r z ,> w ><: `; REPLACED CONCRETE,782 SF esperaloe parviflora Red Yucca 5 Gal 36"o c L 34 v. _ i ` a 2 k '• He ilaa'Moonshine' Fern Leaf Yarrow Gal. 18"o.c. L 96 I I f _ \ r S f NE CORNER HAVEN AVE & PAVING AT CROSSWALK,1,392 SF A h I ; E a Jerusalem Sage 5 Gal. 36"o.c. L 8 ' Phlomis frulicos ' \ s s Aloe'Blue Etf Blue Elf Aloe Gal. 18"o.c. L 43CIVIf n PLANT y t MMAI �f Cislus x c.'Warley Rose' Warley Rose Rockrose 5 Gal. 30"o.c. L 8 ' CENTER DR LMtJJ ti �. WnT,tA i I TOTAL yh Russelia equisetiformis(Single) Coral Fountain b Gal. Per Plan M 5 E 9 TE DRIVE ��� \ � BOTANICAL NAME COMMON NAME SIZE WATER TOTAL Salvia g 'Furman's Red' Furman's fled Autumn sage Gal 24"o c L 18 CIVIC USE CITY Sesleria autumnalis Autumn Moor Grass 1 Gal. 18"ac, PA 40 s4 ; Russelia equisetiforrmis(Mass] Coral Fountain 5 Gal. Per Plan M 323 TITLE EXISTING TREES m: .,.... W. W _....... ....:.... �^ ' ' Correa'Wyn's Wonder' Wyn's Wonder Australian Gal. 30"o.c. L 21 Phoenix dactyhfera Date Palm Senecio mandraliscae Kleinia 1Gal. iS"o.c. M 1,027 APPROVED' Platanus acerifolia London Plane Tree M 12 TBY- t i �°'� � %` '""'•-�. '"'- `" ,hymus p.'Coccineum' Creeping Red Thyme Flats As Sod, M 5,397 SO FT � Lagerstroemia Indica Crape Myrtle M 84 Rosmarinus'Huntington Carpet' Huntington Carpet Rosemary 1 Gal. 24'o.c. L 476 ANC SGA/J �j ENGINEER ,7 Eucalyptus polyanthemoS Silver Dollar Gum L 1$ Festuca o.glauca Blue Fescue P Gal. 12 a.c. M 4.320 t L1R7y T d �� � � 1' o. 67514 I.... Magnolia soulangeana Saucer Magnolia L 1 Heuchera Carnival Plum Crazy Plum Crazy Coral Bells 1 GaL 18 o.c. M 428 �. /e Any Eucalyptus camaldulensis Red River Gum M 1 Carex divulsa Berkeley Sedge Plugs 2'o.c. M 585 �N DESIGN RECOMMENDED _ Brachychitonpopulneus Bottle Tree L 3 Echevia'Afterglow' Afterglow Echeveria 1Gal. 12"o.c. L 32 � a '`A HIT DESIGNGROUP L.M.D. AREA "" Magnolia grandi'flora Southern Magnolia M 5 Sedum r.'Angelina' Angelina Stonecrop i Gal. 18'o.c. L 38 v c (r GPD Ll LANDSCAPE ARCHITECTURE Ok a Eucalyptus sideroxylon Red Ironbark M 2 Sisyrinchium helium Blue-Eyed Grass 1 Gal. 12'o.c. L 27 I SITE PLANNING itis c.'Roger's Red' Roger's Red Grape 5 Gal. Per Plan M 183 10221-A TRADEMARK STREET Jacaranda mlmosifolia Jacaranda L 1 Distictus buccinatoria Scarlet Trumpet Vlne 15 Gal. Per Plan M 16 Re ewai Date (909}484-2'$�70 FAX: (909}484-2802 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET M 7 Vitis vinifera Mission Grape 5 Gal. 15'o.c. M 2ill- PROPOSED TREES Vilis inifera'Grenache' Grenache Grape 5 Gal. 15 o.c. M 2 L-1 m OF 7 g�w,,gg Tabebuia impetiginosa Pink Trumpet Tree 36"Box M 16 V:iis vinifera'Mourvedre' Mourvedre Grape 5 Gal. 15'O.C. M 2 CI6� ��- CONTACT PERSON:JC?SIF PELAYO N.T. Date Brahea armata Mexican Slue Palm 14'B.T.F M 9 Vilis vinifera'Alicante Bouschet' Alicante Bouschef Grape 5 Gal. 15'o.c. M 2 ,9 �� CHECKED F.LA NO. 2834 DRAWING NO. Phoenix dactylifera Date Palm 16'B.T.F M 6 Vilis vinifera'Zinfandel' Zinfandel Grape 5 Gal. 15'o.c. M 2 Op Q LANDSCAPE ARCHITECTURAL PLANS CIVIC CEN R RENOVA ION Cercis'Forest Pansy' Forest Pansy Redbud 24"Box M 21 GP V\ JRC/JLP (DATE 9/22/15 JOB NO. 133 S-C.0 24-18- , Magnolia g.'Samuel Sommers' Southern Magnolia 36"Box M 8 PROJECT t No. I o SE 3 PHASING LEGEND PHASE 1 Haven Avenue Parkway and Building Perimeter .0, Ir. r tj x, PHASE 2 - Center Drive Parkway and Perimeter Edge L PHASE 3 - City Hall Perimeter Parkways --------- - E 'D .. ... ...... ............ ---- ------- ........... PHASE 4 - Public Parking Area ...............— ��-�-A PHASE 5 - Main Entry and Garden Area ....... ..... .......... ...... - - ---------- ............ ... . ...... .......... ............ .......... ................... ............ PHASE 6 - Employee Parking Area .......... ............. .................. ............. - --- -...... -I N PHASE 7 - Enhanced Intersection Crosswalk at Corner of Haven Avenue and Center Drive. ....................... ............... .................. ........... ........ ...... I-NO Intersection improvements shall be installed per City and Caltrans Standards ........... CONTRACTOR SHALL BID EACH PHASE SEPARATELY ............... ±H��A S E' 3 ......... ........... . ............ X I,, . . .... ............. .... . ........ ... ........ .... ..... ... . ... .................. ...... ............. .......... .... ........ ............ .......... .............. .............. ............ ............ .......... .......... ............. PHA I ........... M", A, ............ M & .4 "'TRUCTION BID NONTE'. "N ' 0" C Ut Z5 A 0 lvz ------- ------- ....... ...... CONTRACTOR TO PROVIDE BID FOR .......... ... . . .... ......... V4- ........................... ...... PHASES 1, 2 AND 3 ONLY. .............. ... ............ ............ ........... .......... K'. .......................... - -------------- .......... ......................... ......... ............. .......... . . ........... ....... ............ n, 'N� .......... . ............. OTHER PHASES FOR FUTURE DEVELOPMENT i h ;g J� lij .12,, nk .......... . ......... 'g,: D ............... W . ......... W �MmMiill MINI.M .......... ...... z F N 10 F .... ...... ? ................ 6 PHASE e KIN. .. ............. ------------ < "o, R ...... ----- ---------------- ..... ....... ... .............. z ............ .......... x: ............... ........... Mat- ............ LLJ ...................... /PW 2 -16 > & aii 06 XZ pg @ a I. I A T- F 00/11 -a- ff ji g X "Kik .............­_-1.11--M- 13 ... CITY HALL j/, X111% .............. 8, �P,,Jig XNIN,., ........................ .......... . ................... 00 ?s a M, 4",'::1' r J� U BUILDING !w 'A" N M�W, ME IMM AU 'M M1�16,i iiii ....... .... W ............. ............. V� J'i . .......................... ... ........ aff w n-MI, .x-11-—1 -.......... g & ............. M-% w, ............ SRI .................- H .................. ............. ........... ............ 77 ............ ........... ............... ............... .......... . .......... .. ............ ........................................ .......... .................. ............ ........... -7- ---------- ...... .........I......... ......... .4 iVk� 7-- .................. ..... .............. nx P. F .41 M.- M=Ixi� ug". ................. .......... �­7.......... iK �z . .......... ff .......... V ...................... ----------------- -............ ............ 'A"I .. ................. .......—------------- ........... ............ .......... SCA /* 4 UM Q) iJk CENTER DRI'VE 1P �11 CP > N., -$1A 6 31-1 ........ 7CP PHASE7 PHASI 2 —val Date 11 j o ate A N .0 0 PHASE 7 NOTE: .............. Z q. ......... .............. C ....... CROSSWALK PAVING IMPROVEMENTS PER CIVIL ENGINEER'S STREET IMPROVEMENT L\ 2/24/16 VISION PLAN. APHASE LIMIT, POST& CABLE DETAIL, IRRIGATION RE DESCRIPTION OF REVISION DATE CITY Al'PROVED CITY OF RANCHO CUCAMONGA- CIVIC CENTER RENOVATION 117 NE CORNER HA YEN AVE & CIVIC CENTER DR Underground Service Alert PHASING PLAN APPROVED BY: DATE: 02-1z--I I LP C3 Call: TOLL FREE CITY ENGINEER RCE No. 67514 DESIGN RECOMMENDED ARCHITERRA DESIGN GROUP GPD/JLP LANDSCAPE ARCHITECTURE 1 -800 0 15' 30' 60' 120' SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHEET RANCI-10 CUCAMONGA, CA 91730 422-4133 11 JLP/DR (909) 484-2800 FAX: (909) 484-2802 OF 27 CONTACT PERSON:JOSIF PELAYO TWO WORKING DAYS BEFORE YOU DIG RLANO., 2834 DRAWINGNO. SCALE: 1 301 JRC/JLP DATE 9/22/15 338-CC 2418-L JOB NO. LHA:S�l PROJECT Sheet No. of -2 7 - - ______ �_x - ", -_ w III 23 ,-<�5> 23 29 23 29 V) ci) �� :.".' ­�...I ...I ­­ ­­ - ­ - �' ­, ­­ 1.11, _ ��- ­�:.I '­­­ .... _.�'� _:�' . 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"I EXISTING PERIMETER RAIL FENCE TO REMAIN,POTECT FROM DAMAGE. �� /I I - 1, , '­ , N."" " ­11�?� 'Z�'­"��: '�' '�.. �" ,.: , N� \ ,:i� \ - ....'�V�/ , , " 7i;�Z�s. * ' ' ' . , - ." \ "�\ �\ '�;\\�"._ I \ , �. ,,, - - . ;��\�K 77 � "".�',"' '_1 , . \ I � , .1 '� � , , � _�_­':� : III, \ \ I �'.'� , . ;�'-" � '� . " �, �'... i*'�� '� 11 - , \\ !, ­'.- I - ' " ". I - '?"" - '. -" '� ' " I , �,�,-�'ll,���.il,.,....-.-�,.,�..,_.�!� , _­___ ---I.--- . ' � , :: ; � ::�'-, ­:'. 1, , �' .' _; �'� �� ..'___­_1_.__" " \ \ . 111:"�'­ ­'.._1.____­ I - � - �: �.. F., = :�::: -"i ,., �$ ."." , , ,. s - ._ 1".' � - . ­1 \�N\X\',\, � -'�" \N; '\\' N\��� , .�\ _.' � . \ ` ' PHASE 6 - 7: .. �. X :: -___1111 H , '\IX .. <�> �: :'I I ­' \N'\�',\ �'� I ._..�. '. __\ - - '\ , - I'll ­_ - � \ , I � "'­' - ,��--..I&'_." �'.'­' ­ - , -�� ." I ,�- � ­ I— _��- �:-�;;;' --'A � ,**� .�� ­­� -1. ,.-.-,;,.�\ - ,.1 :�� \.1.1c"I" . ­ REMOVE EXISTING CONCRETE CURB.SAWCUT AT JOIN LINES . I ;; 1­1 � I I - � � 1, I i .11 , ' I ., , - �" . "A I �' .A� 11.............*...* " \ I � , T �!\ , 1, � �' \ __� � _1 I ` � 1, ; �' - , /I I( , � ". ......7"�­...............___­­'_­­' ­­�_:_u ... _ �' <�> 'y " _11� ""� I.iN\ 28 " "� '� � �, _* - , I - I , I., . . :' I 111 .� "�'?' % � -, I , ". 1. - I ,. , �, - 11 �'!,,� �� ' , � - , � " :: -, - � I , ,- - 11: : �n - � , 1. - - :�. ;­ . , - .1 - .." I I0 ` , ... , f x , � .1. - N, � " � � -'�� � ", " . ­ ­_ , . -, - i \ A - -, , � I ", ::: ­­ � �� 1. 111 - - - "� \ I .'�' I I I "I 1� � I 11 - 1,, � I'�� �� . I + ___Vx�> I I, ". .. 11 1 �� \ ��­' � I � � �_ I � -1 I 111� 1-1--l"I ", � � REMOVE EXISTING TREE, ROOTS AND STUMP.GRIND TO 18"BELOW FINISH GRADE, BACKFILL AND COMPACT w; � ,; � :: . �I , ��'­,,­'­ .'­­­�".'�'�' ­%"%....�'.".. � �1:1� , �' , �- o. �I ..........<2 ­ ­....11 � "': "- ;� I IF <\�_ �' 11__' - I ___�� - � ' 11 / '> "! �\Nk �N %� I ;: :1 . , � . , : ; ;_: ' ' �' � �:" . I I � 'N EXCAVATION TO LEVEL WITH ADJACENT FINISH GRADE w/SITE SOIL, ; - � . � � .." \ � --"�� \ �i\. �: I- , L__< �' 'L_ ' \ , N___1111 � � -- ­­ �, I .r�" I .� -<2> L<�> \�"' N' . _"� �I ­ �I �I .. I I � � ­ - *: 1 ' � � � �:_I L� , I i L__<� L_<� L_<�' _<�> \ 11� � . , � - \\ '�� I � I �i � I 1 -I ,� I " �� �� 11 11 I :..... I X �� "I'll 11 I ?� � \�\\�� -.......I'll. I � __ . IN Q_ . , . �_ .� �. -1 I _ . . __�� : .;I - I \1' � � "..;"-,- REMOVE EXISTING SHRUBS AND ROOTS, SEE CLEARING NOTES BELOW. , ;1 � � � � I � :. ;1 = , - " . .��_. �_ _ �� 2 � _<�> , � §1 0 <�> I \iii I � \� -� v � I_�.��-::_--�.'-1 _-__,�� _:1 _'. ' 1, -, _�i".. .. 11 11 L_ �� 'N 11 ---------n � 1. I � 5 5 11, " , , �' % - ��­ �����',, �I��' �:,�I ,� � 1 \��: I'�� r I :��'" �4. k ::,__ I I -� - 1 � I <�> �' � " KILL AND SCALP(3"DEPTH)AND REMOVE EXISTING TURF. SEE GRASS REMOVAL NOTES BELOW, 1. , I � ::�:�� : -, - , � � �\s L I , � ': , 11 I ", - <�> , , '11�"_�; _�_� I I �_.��_ � i , I N - � .� ,�:� . I I . �;;... � R, I _ .� 11 ­11 ­ .1 I , I I � , _I"I - _� I., ''I- __ - ,I ­ �0 -,---I � �� �� � \� -_: "I.: . , <�> __��> J I r �:' ' ' �'.� I:: %":! �-� I � - *1 e� � _.-A-,......... 11.1�� . I� - � ..';� . _'�_ .1. ",11 � N' REMOVE EXISTING ASPHALT PAVING AND BASE MATERIAL. SAWCUT EDGE ADJACENT TO NEW WORK. " � ,� - y 2 . \� , . I L : �� ' .__,: : :: ­ ,.1 ­ :' 11� �\\N,I "N­ . i, ,� 0_ � I "'.. \ \ i� � - � ,, - ,�� , - -- <�> [ - .1 �. ­ ­ � I �: 8 1 . -.1 I , , , � : � : IN I � I, ., '.' . A ­­�%,� - "? . _.��' �� 'Ns:�;1, �' , - �'­ T� I - "I N �, ��� - /_� :� ..N I - - - - - - - . � . ", . .",". ,,'' ,"_. ,''- I �. � "" , '.: ". - ", � ;: I .. 1\1- ` - , _ I I I� ...; , I � __ � � . . I , � _ I - � I _r. v", , _ � .1 . . 6 � � - , � � �1, e ­" ���....... , 1, , REMOVE EXISTING CONCRETE MOW CURB. I ". ,... I : , - , . ' I ", .�I � _ 1� I . I . _,; '� '. k ­­1�'� � � � I , . I -i <�> I i� - � , �-, I - ... ;\ �' e � .� I� .." I , , - 2 - . ; � _F, I ' " I - - - - , .� - I � , * � : � I .. � I I I .1 ' - , . 1. 11 I I - --�' .I. - - I I '_'��' "�'­ <�� �. N'�Q I I 1, I - � I ""..­ - - - ­ - - -_ -_ - 11 I -� - ­ �' '.. , 11 �. _ � ',' .1. -, ___'/��"'" - - _ - - - - - - __ - _1�111__"__ 1­1_ - __ - - - - __ ----. __ �' �� .. � 11 : - ­­ � �� ., _1"� ,� - _ �� " 7 �' �: i'. I �' . x 1, - REMOVE AND SALVAGE PARKING LOT POST TOP LIGHT FIXTURE HEAD, DELIVER TO LOCATION PER CITY . - � �' - I� �, � � I � :' �-- , , '\ �'. - ___)� � � I : : � \" �' �I " __ � - � .� . n I , �: i� I � I � '; _'_ '�. �l .' . __ : �� i� . - - " ...� - Nl_ : � . , I�' I— I ; , : � I A . 1, � -: � I <�> �_:1 � � -0..�.:.� � I ,�- �: __ 9 . �- :1 - 1--1 .. 1 2 � %,"- � W _ " - ::: : : �: i� � I I �.' .� ,� .. :" : : : :.. __ ;k� ki REPRESENTATIVE FOR STORAGE. POST AND FOOTING SHALL REMAIN. PROTECT FROM DAMAGE. � � .� � � � : � 9 "� :1 :: '_� ;ki_ � ��' \'� I � I I I : . ; : � . , . I : . '�� , � . 1 I ' . I � ' � �:: - � _ :1 . .: : � .11 - � I I . :1 � �-.' I I � ­1 , I i _<& ',11 ' , 1� ­ - � - - :� � I :s � � � ­ " . � :� "I '�.,I �?'� '�'�"' I , � , - I , , I : \ COORDINATE WITH CITY INSPECTOR FOR ELECTRICAL WORK BY OTHERS. liz - � , . . - I ." � ;: � 11 11 "::- I'., . � : ,I 1 .1 � � ­ I � I "I 5 � - " 1. i: k� - I I I �� i � .�:�..�1%. , . � � � 1� -­ �' I 1: � �' , 1.1,11, , � �- �* �� .4 "' I �i �. .".1 .. . � .I ,,, ,�:', _ � � ­ .- ,; - _�� 11 k K ; ' : a 1 . '. , , .. ,� " ', I ' : - - , . �' .. , � R ' ��j � : : , I... 11 :� : � " !.::.' I I *�� IF , i ' s . _ -___ � � ­­ , � , �: � i ' � : �' . "I I., � ..�_ - - , . ,, ". , , I i I .. ..' ", I , 4 � .' . R " , 1, I " : : � ��'�' .1 ,� - .' -1 I - : ,. � � " : � I I :� : - ', I I I : I , . - - : : ,.I ` - �� , � 11 I_�' ':_ ..: I ': I. �: I . 'kJ �* � I I� . �:'� �, I I I � I ; I '. � REMOVE AND SALVAGE EXISTING BENCH, DELIVER TO LOCATION PER CITY REPRESENTATIVE FOR STORAGE. �' � I : . I v I ' , -��' ,,I � ; � I .". 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' I � - "I , , \ ':� I. , I " , -�. I , " '.' -1 '� -­,-I I .- ,-, 1, . , : , I� \ . .. �i �� -1 � , �b ' ­ I - .':� � 11 , , , " . . A,:;� - , . I , I ­ �: : I . � p - ; '� ­,.' - ­�I �-­ 1: - I . 11 I ,­1 .1. 11 . I ' ' ' *-1 , .. - , , . - - ; .�' I , ..�. ., " �11 I I 1 �. I , - , , - � i : I,-" EXISTING POT, IRRIGATION AND PLANTING TO REMAIN. PROTECT FROM DAMAGE, _ " � 1. :' " ' 'd; . :� . I'll, I I - 1i ' ' � 34 . ��� �11 I 1, , .1: �,........- - :" � � � :� - 1 �"­ I � - , , .1 , I �� �' �i 3 ' ", 4, '.�' , - :'­� : . - : "," '. 1: ;� I �. <�> , . � ui "% �J� � 304 ---/' ", ­P _� ��:z ' : �. � - .� 11� z. - _.' ". I � � - J � � . �: �� ,. ,"�i'�"�"" .­__­ - ft- X - .. :� :.. . - ' .. N . - - ' . �,: \"s, Z 1, � I � 1: i� �­"" 1� I I."" . 11 I N �- : :- : : � � �:- �:�k� .. ' � �'I-, . .� N\ ,�:: ". I , ' ' I '' , L_ , , �.". I � ,� '� 11 , 11 '> I - I I . ,� ' � , " " � � ` � . '::"'� "� I � . � .. �' - I � . � I :1 `_ EXISTING CATCH BASIN TO REMAIN, I �' .1 I < k � . , � I ��. '.1 .", 11 I.: ,_ .1, �'�' .- , 1� , . , - - - -, - - __ '_ - ­.. - _ r- .:�� , , �i� �� ��. ���: ' : . ".. � 1. 'I, -'s - �- - . � - - - - - .- - - - - __ - __; - 1. , , ;1' �;. �' I ,: � - ­ I �� , -1 11 . ­ �'_` - � I <�> I -1__ I I .:­ 1, \ 'I "I I I , IR k �� ­:'.-�I I- : :4 - , � , I ; I 1. � I . �\ �� �. f� � . . '. ­'� I " 1� � - 1� - �A , , � - I - "� . , � � :� I ,�'. - - � , � �' , 11 :: ­1 I...I � � �; v . ...... z ., 'i . � I ,� N" �..... 1-11. '� 11 11 . , - �., - \ - � �' �- � , - i I , - REMOVE AND REPLACE EXISTING DRAIN GRATE. LATERAL DRAIN PIPES SHALL REMAIN, PROTECT FROM , I .. I� '�. .-1 I I �� i I - - I � � � : , , .- .1 - - I � . - , f �. , , .' � "� �� �'�'**' - .� I - ..... --�.':'� , - -� � � � � � \ - I , .'�' _ � 1. ,:�" <�> �� I I� I I ' . �. . - I I I :" - � " . � 1� � � � \4 .� DAMAGE, � I - � � � - . 32 34 22 � ..­­ `..�� W R "� - :"'�:�.­_ � .:,-"�� I - � � _. I � � . 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I . � I . ,� 11 . � . \� �11' ' [ : � 1 11 <�� <�> \ <�� . �.R`.�. �:*'. I EXISTING BACKFLOW UTILITY TO REMAIN. PROTECT FROM DAMAGE, - I - �� _: _:- � I - __' ' � " � � '. L, '_.� � ��_;:;" _11.111-11.1...............: , . 1.2 .\ r I.,i[�i�� .\ , � I ::� - � - .� , "', - . .,% 14. :'� \ .. � = '�� ':, :: ... � '�. � _ . I � <�> ­ -: '.'� i 1, �' � � �� - �� ;'. � __ � � I I I . ��i:' , . I , , ' 11 '� e_ � , �_ . ­­.....­'.. I I 1, . , '. X i I .. 1, ". -�. . � \ - I I �: I � .:"­� I - . �_. - �� ' " ' : . � . <�� <�>__ <�>------� <�� <�� __ - i PHASE3 ­ . I , �_ - � :, : �q " _ � : .! , � %%­. . I : I 1 I , '�� �� - � � � .�* � �` ` - �i 34 32 12 1 ­11 I I'�. � ," , � i���i��ii��.]��]��'..'�.� z - . "�: . ;�" . I I i I __ . _11' ' I ��' � IL � 1ji X'-*'�: �� I I�I ......., , , - � I : i fl - �.���.,.".,........�.��.�.�..... ----i��- ..ilm' PHASE4 ' ' - :! . N � , I L.. � _ "� I _X�> <�> <�>-'� <��i <�> - iil!!!!!I!.1�!!I'.'.� z\11 " - A ]1,��J� � : I � EXISTING ADA ACCESS RAMP TO REMAIN, PROTECT FROM DAMAGE. \/ :� : -I '! <�> I ----.--.-- 1\11­11 ..... ....� ... �i�i...-..�-'g--�!!�g.�..��� - �- I -I� �� �� ­_ � - ­ _ :I ': - ..'. \ 1, � � ­\ :x"', � .1.1 , F " ': I - I ­1 i .� V*. . � � IR y N - I �-: �._'. I , : � � A I �: 11�' �_________________11 1.1-1-11 I , :_'� � I �� � : . I .'* ,1 � I , z �. ; .. : I . &' : � - � ". I I EXISTING WATER METER TO REMAIN.PROTECT FROM DAMAGE. I , - I . ­ 1� . �,_'­ � '_ � 19 : -: I - . � _­::_�I _�__: " , " : ­ � - I.". 1111-11 - �i - 19 - . � ��% ." ­­_ I . , '�' '­�_ �11 - ", 11.1-1 I_.- � i - " ""'K <�> .1. I - , - - � � �' `e.K---­'­­1 ��-' \ \ - � . � - � ::::: - - I � i LO ­:r , 'I', I ,: -1-1 I � I� " ."� �I � �11".11 �_; ��__ . :,_ 1. ,... ... 1. .-I, ;�:��:��: � ::.1 I—- I ­­, .� \ - � - _.'� 1- . I �1_1, '. " 11 �. . � .. - . , ':' �� ­'.." � � - v - .� ... , -*­ - - � I I . X .1 I.., v 11 '_"_�. .1 � - 11 '\­ �" " I -, ..'� , - � � _ ' - \ *- � ,.. ,, '�� � ... 1 16 .. , 11 1. ..... .�_ v_-,-i'- � . �' " \ I......._'."'�....:�...... i.'­�'............-1--l-1.111.1. �., , I EXISTING FIRE DEPARTMENT UTILITY. PROTECT IN PLACE. __ �. ' " �,"". I ­...-...-1. I ­'­­ .. ­_.'..................I—,...I.I...�,��..,-,."�,,�.-..".,-....,..,.,..".-I ­­' 1-�-�-,�ll-l��-I.-��--l'--.,.--.I ._­__..1­­­_­ I I Lij LLJ �� � � . - - �i::­ I 1, I, 11 - I I � 11 - - I , .1 11 I , 11 � . : ", , " "�...� � - 'I.......*.................. ................ I :NX I � I � .I , '-J�' :: i x ��� �'� " . 11 , �I � ._' _ "I �' ", � �­ � �" I I - I.. - �! "I - �� U) U) , � _,': �, "; � 'I-, 1 ' \ 11 ' ­i L ...�'�' � : � 1, 1�1 11 I .'..,,� ,� . - ���. ",",-, ..'.. ....I..........'­'�' ­­­­'.­_­-__­1_ �;I I " <�> I ���-�_., " � � , I , "I 1, __�_'n __ __ . k­'......1.1-...WIT",-, ::� - 3��� .1 1.�'�1...LJ ��... - �i� i 11 �� :� "I', :' ' \ 01111"..� M � � I 11 11 11 I ��:�' " , I .1 , , . I , , I . I - _� '� ' I , , � � !:. ,-,---,\ -­Z�\\-- ."�- I -­­"­ � ­­­�'.­�...I-I—71_1� ..' N -, " '� � , I '�_"�­ , ---� ,, -1 "" '.'� __� ,� \ :: -,- I m m " .\ \3 qt "� 11 , ''4-- . I V :.\ '11�'- I 'K'__'­��_ � , I \ '�� I ' ' '� ""� I. [L 0- I - � 11 \ 1�". I 1. ': % 4 '� � � 11 \ , , �_ :"-'�.......­__.;.....n7'�.'�-O�'.' �i�v=­=­' ___%1­_1.: _­1.%1%­__1.�1 \ 1, - - I I I . � - I "Ill �. - ��p_ - I : - I I ,_v \ I 1. .� ' � I I I - - , 11 , ____1z`;�_' - I ", "P � ," , �' � , I ,"'...".'..'_­ , , - \ . 0 ' . '-Aa\'-i­­=--='�-" __ 2.1 � -11: \ \� , \ � EXISTING MONUMENT WALL TO REMAIN. PROTECT FROM DAMAGE. ,, ", , �\�: ,N � 1\ i> .. ...il�__ � I . \'\ , -'�m ".. ....'.'. .1 :�� �� ." , I., v�RWRI�_�'�"' �'"R'_�_'�'�';; �' .�' _� R ��'\..... L'�.... L � \_, ����,-j�����l-L�-�---�.---"�-��L �\\ ., '.. , ` , � � � - _ - r I _­_ i" ,-�. & aAME�A...u'�j �i:, \ I I - I \ , I ' ' I , ,::::::...::: I N I I � � \ "�' I I ."1\1� � , ", :: ..� -� � � I � � ­ " '� ,: \ , . I �:: , " . . . . \ '.. � : 11 � ' . 1�e-1 11 1 ­7�"'-" k ;� -; . - I " �'�k 1. I - el- - \ .... ­11 L'­� :: :­ 11 ,I �I �\\ \ .\ , \ � .. -, i: -1-111-1 \ i 11 : .,,,\ __ :.\_\ 111.1 � , �_6 _ _ I_; - �' I .'. :: . -�_ ?111'_'� I '�.__�. - :� I �� N'1�1'�� _' : - ­� '=;__�1_1-11 ':....... ­.­...­1'1­­_'.­ .' .__'­._11­1 7 1\. i�� x "- _.'.t'._�' _'__ ____ ,�: - � _ \ \ \ ­'­"""" � - � I _ � . I & : , i - ,' �� ,� / EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECT IN PLACE. I .��_,_ � I -� L, � _: �: _�I . � I � "I�_ I -, \�� �, - 1 04 I;: � I � ... �:� �"' I I �:�' - 'I', %- ,­ � ""' ii��i!�i��*i-.'�� <�> 'I'," ­�� � �.-"' "� , 'z� _�'_'._ - , � J 'ci \ �"-: � - - - I , 11 i ,: '� ' - " ,. - I TO DEMOLITION . I E .""', - � ". I - � ��:; - I I ­11' i � - - -�' : 1, � _ I � -i ­-., �, . ­1 I i 1- � j? . � � I� : ­ - ' - � " "I �, L \ . ��'� , � � � -- . �� ,';'�_,...._ - ­1 I "', / .iiiiiij! REFER " - � � � 11 ..� . - - 1- . _i_=. - :i__"� ' I , 32 . . � I �,; \ ­'­- ­­..,*.'.*.��­ - ­�� .1 " �*,�*.�*�*I! ENLARGEMENT PLAN, SHEET L-2.. (N 202 EXISTING CARPORT STRUCTURE TO REMAIN, PROTECT FROM DAMAGE. �' - - k' ­_ . __ . :- :- , � 11 , - - - ­- .�' I - I 1 I., � � , �_' . � �' � - '_"­1 i i �� � � I � - I . ­1 - I� "_._._: ­\ J ­ � � ­' � - _� "' [ - - - __i : � - - -I, , I \ �. `*� :j$::.;-�.;"-...x , I' 12 <�� ; ­­.......­­.. ��.I ' . .11, �� . � .. _� I ., __ �_.'�" .U) PHAS� 6 � i 111 PHASE I '1­1 � ��. � - d� "I - 11 � I %�. '' I I 1. , � "'. - i -1 ­ '­".�� '�".I' � .. I � �' � - - - - ...... : I I_ ­ ­ � . ­­­ � " , _.- I , . - �< \ �_ " .� �� . � I �- � -11 1", � ... L i�i��*�i:li...��*.iiiiiiiiiiiiiiiiii."..",.�*"..!*"...* . EXISTING STREET LIGHT TO REMAIN. PROTECT IN PLACE. ...,��y . �., � I , , . � ,- , , , � � - - ­­ � � � , I � � '� _ " . -, I . 11 � � = �-";"==="= I.....I ----------------------------------;';; - - �__ �� � -`7 - - i> i� - . ..' 11 I � - - ­� '.. ---I...,.....� __�_"_x..'._ ___-.-,.--- m - ­1­111= / � �_ .I� , � 1 ' �1_1__=1z_'-'--" "I Lli , � - I - "�'-� - I - , , � , ,!:... I - *% I CL 1, � � \ " R'l- . , � ,, � . I � , �' I ��i " I 11 I � . � .".ji' .' ­7 \ .' i I .."'Itl_' z , I * , \- , , , .11 , I ""I - : - : :- � �'­ .. �� -­1.11�r'­.' - - _. - 111_1__1-/'\_­___ . '. �i , 'I '. `_ - - .'_':'-"_'."' . I / � EXISTING POST TOP LIGHT TO REMAIN. PROTECT IN PLACE, �."A � ��i: --.." � . - �. v F ," llt/�" ......ii 5>j � LLj , I I " I I �I . �� I I , ..__._11__.'.1."_ - I ' ' ,x �,I - I :0 ­T \� � , __ � . i> � - __ 3. <�>j <�>_j � � � ,I'll , 1. � .. - . \ 1 - i/_ - R I - � I � I I 11 I 6 < > , 29:' __1\ 1.'�__--,� �� ... �\' . i .1� 2 i ......iiii...j T_ I - I L"A . . ­4 I .�:j Ir �, � �0 . . <�_` ii,;:il�l 38 R I . � � � "Z� �� 'Nz � -1-11 � ::�::::::: " � I � __ I � � �' _�-11111 I � ' ' 1* ' . � . I � . I - , � '� I . , � , - , , - �� - �,� � � R - , � , � � I �'..i 1 I ) � �� � �, R - ' � -, I . ­ ­ � , c/) r-Ri' '. � � � �� - � �N­X­­_- '� --"� I � - �� I A I � �� -­­�.­.�'-�."-=" i'�� EXISTING BUILDING UPLIGHTS TO REMAIN. PROTECT IN PLACE. COORDINATE WITH CITY ELECTRICAL � � � - � � �� I ::�:� �_1 �I �' \ . '..''n---'�.Y�'.";� '..I . " � �.-� ': � I 11� ."__.'_.'_-_11111:__ " " �' � - � j � \ . n * i> . ' . - ..�������"­ . , : �� . � � -- - ��* I ', R ' � I � ';1' 7' I- / �i���i����iiiiiiii���������i��!i..� ........ X::�.. �!�� CONSULTANT. . 1: � I­ I- . -- - 11 .1. _11'....' Iii, �_ I , j I ' i11:1. i.,��!!�ii�'�.iiiiii��*.ii�.�.iii� i-�ili:." iiiiiiiiiiiii! � , I ji i�:�..'��!���i�iii�*.,ii�'.,i��.1i�iiiii� ::::... j w , . �\ - ' -_ . �'""""'­_­­ .jii�iii:�ii:liiiiliiii' : :: I I I I I � . I �, \ ;� .1 i - __ ': .. - 11.11.11, ". i�.III X.: . ... I �, . '. I . . � � � ,\ "I'' 1� ,..' "-".*"""*""",,,,-�-"\,\"\"�-- -,���?,,,,�,�,",,-,��,,,'.,,'.,'.,,*.* .. I ///\ - - ,. 1�1 � .- �- � \ �'o 11� . ..�' , * ­ _ I ,� I - � 'e .' a �-F �� i llill�iiil] ..*.'.,* 6 1 I � �"_ " .I .� ':�' - "�::::�;' ,_ I I "I .1�I I g, 'I ."..,."_'.,,, __ - " _" - �',,, � �­­ 1 � ii. H , "_"'� �,�-�.....�..,,.��,�,.,-,-,,,,�-,,�,�,,,,,,,,. -�,��,�,,,.�.2�,,,��,,,..,�,.,�,�.,��,.,,�, EXISTING BOULDER NOTE: .�.:'�.::jiji� �'�"'* 1� _��__:_.� � � . :.. 06 EXISTING PATHWAY LIGHTS TO REMAIN,COORDINATE WITH CITY ELECTRICAL CONSULTANT. ,. ­ � . , I . 1­111 ...."'l-.....­1 1­111 ­­ . I , � , I I � I � - - � I I I I 11 1. .' :�: "- RELOCATE THREE EXISTING BOULDERS. 111.111.1'........... 7 I <�>� � 11 w H ........ ' ,� � ' .... -1� , �, �-, f, , !, : �: : , :�: N i.. , I . .. .... . I . I - I � _ I ... I � I ­ I I I �. �, 'i q�?i .� I. . . '� - __ . I ­ . 1:. 1� '�' LOCATION PER CONSTRUCTION PLAN ..� .. ...W... . - . � � I �' �K , "i 8 1 __ - - , I .�" Lji .. � :' , � [ I I� : -,I I X, ". �� I ­ I ' I SHEET L-3.1 ' ' ' � ,- I �� , � ' .�, I .1 REMOVE PORTION OF EXISTING SIDEWALK AND RAMP LANDING. SAWCUT AT JOIN LINES. 24 1 � - �' ,� � 1 .."', .1.1 = <�> , , ��'�� 1� 1. . ,. �\N I t � . 1, I H 2 , 1 .." 11 ' . z I I " - I , ... - ... w. 1�::.' :�i:�.'::.;:..`� ��::.i,;:... R 1. U `� :�i . ":' �'% � � - , � � - ., - , I � ,_R�\ I ? �.11, _ ":::.;: ,, 1�1111::::' ;' , �:�:'.';':�i:�.. , " " - I ­1 . I � I � ­; 1, �N*' ?",I� I 1'1.� !�:�w .. .i:;�: I I '\ mli� : :� , I : I I - :�' � . I .1 � , �' I N: _j EXISTING POWER POLE ALONG HAVEN AVENUE TO REMAIN. PROTECT FROM DAMAGE. I �. I� �I � I ,iiNi: I I - 1. . , � .,. I -��i �: ­ , , � ' : � � : I 'N - � . I : '.." � . . � i i___-_""', .."!i! , , I ­�. :,', � I .................. " , I - . :�� mi-'� ::: 1­1 � , , � � I­ - ,111111111­��� <& ,. " � ,� � � " �: % � \ �- .�.. m . � . - i..---� -.�-.,� .'. I � I � � I �%.� I 'I,' . . � , , �i_ - � 1 * I �"�, .'� �,j 25 � I I I I . so IT,I r � � I I— I I I ' 'I ' ago a - '3 �� ­ I ., � , �Iie 111,14 I �"' : ':'� r ­ I �.� 11 ��'"�� as EXISTING DIRECTIONAL SIGNAGE TO REMAIN.PROTECT FROM DAMAGE, 28 1 1 I , � .� C) I" I I � , 11 .1 . �" . � A I �� � .''-� go 9 <�> I �: - - .� �L � � - �; I' " In s I- , �n I ? .'­ _�­ \ �,.' �'�' �'11 go - I I - 1 �. & EF � �: '�. , , � I �' I�' I I ,"'. ­ ,�� 11,�� I I a &a I 0 1010 E, S I � .. ' , I \' � .1 � I .­ I I I I ,: .:.. \�` I _<�> CIVIC CENTER BUILDING KNOWN MEN MMIMOMMM anus mmem c"l-M < - 11 -I'l R .1 ' 1. 2 IMM 0 Em EXISTING PARKING LOT, PROTECT FROM DAMAGE. , ' �,_ I -, , ",-::,-, * 1� , I � _F ' 1'1-'-:".' ..'-jL_�:-x.%-%-y. � I - -1 �, :;:_1 �, , �, I � : '' �: 1, �: -1 I _".. r <�> i 11 �� I ..., I _. . � MPJ 2 � , .. I _'.4' N­n�"'."' � N .. \ \ '�: I '� . . I -- ����.'� , � ,\ \ :;' "I w - .1 , ­1 � �:o" � ��'%' �­.'%'�� � :� "\\: - �� 1. � \ "A, H ­ EXISTING TRAFFIC LIGHT TO REMAIN. PROTECT FROM DAMAGE, ]�� I IN.]11� <�>_ � �;'I.'I.' . I.'�. ..... 1. , .",",' ,,, .' �R. 1 I , <�> , '� _­�'­­ �'­"�" - .- - I -1. � , I�;; " \.:�' '" , . _ - i�� �� �- �-,!, � ;Z: \.' N�1" .... ,"� 11..... '�.'�"­�" �'�" , , , �'�" �_ . ." ;/... 1� I ' ' , '_ 1, 1�-%%%---:%. �� ,,L, '! � \,,. �' �'."�,;-'.'� %'.' - :': I I - EXISTING TREE TO REMAIN, PROTECT IN PLACE. PRUNE AS DIRECTED BY CITY ARBORIST. . �. - ::�N\ "I I "'A ­­:..<� - _:..' � _ ��_ 11-_ .: m : ­ , ­ � I "" :,:,I \ !"'. '�. ""'.'..' � .... I I I 1, .. ' � >f I ` .1 <�> I �i�.��...�',' I ­ . ,\ A �-j- - 1� . . f � I'll, , '. i .... I 1� \1 --.:�".". Av, I . _A"":"" ,,, ..I :-I- 8 1, '. �� 11 _­ 0 , ... I 1. 'g, j�--.'*%'%-.'-"I " i,,�",.:*:�:,,�;'�,.�",�,',,.:.. R ..'. '� , � I I'll I �� "� "I". , . -, ��'*.......�"__.I � EXISTING ASPHALT PAVING TO REMAIN. PROTECT IN PLACE. "� ��.- .- .--.- .� . '."�' - - 11 33 '� �; '. '. '. %'.*� : . � _".'�..' I i." 0 . '\1 '�"..'..'..'..`� � ......, - '0 " I 3. "I'll. , . ..... .1. �� i��.�.�..­ " � ..... . I '� ­� ­ \ ­ � I. , '� . . ."._ . . -_ k ; )) ; .. ....... 32 �\N ""�:-'-'-:-:-:"%'.!1 % 1� I 1'_­_1.'1­­­___'­1 , 1­1 " <3 4> EXISTING CONCRETE CURB AND GUTTER TO REMAIN, PROTECT IN PLACE. x �.��'-��e � 1. N 1:......­1 I -r-�-------- _ .. .- . " R �;�.�.� �' I.I 1 1 m \ 1._.. I-*,I � I " .._ �' ; - . I .11� .,- ' I " R �:� . � ..-.� � � � �.`� ,. 0� ��,..% . , . � , � , � . I . mm '_M�-MR.1-ii ME 9 ME ___ .. � NMI mi EXISTING RAISED PLANTERS AT PARKING LOT TO REMAIN. PROTECT IN PLACE. '� '" .. I MATCHLINE, SEE SHEET L-2.3 <�> EXISTING SITE UTIILITY TO REMAIN. PROTECT FROM DAMAGE, i> DEMOLITION NOTES = <�> REMOVE EXISTING PLANTS, SOIL AND WATERPROOF MEMBRANE AT RAISED PLANTERS. STORE SIGNS FOR GRASS REMOVAL NOTES u"LEARING"' NOTES : REINSTALLATION AFTER RESEAL REPAIR AND BACKFILL. SEE CONSTRUCTION PLAN. 1. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE,ANY DAMAGE,WHETHER INSIDE OR OUTSIDE OF THE EXISTING GRASS SCHEDULED FOR REMOVAL SHALL BE COMPLETELY KILLED 1, BEFORE ANY CONSTRUCTION OPERATIONS ARE INITIATED THE INDIVIDUAL TREES TO EXISTING FIRE HYDRANT TO REMAIN. PROTECT FROM DAMAGE. \'v"I- DSCAP PRIOR TO REMOVAL USING THE FOLLOWING STEPS. <�> '<D Um _q PROJECT LIMITS,TO UTILITY SYSTEMS, SURFACE PAVEMENTS, FIXTURES, STRUCTURES,OR VEGETATION BE PROTECTED SHALL BE CLEARLY TAGGED. THE ZONES BENEATH THE TREE </ W/6 Q_�' - THAT IS NOT SPECIFICALLY INDICATED TO BE REMOVED AS PART OF THIS DEMOLITION PLAN.ALL DAMAGED CANOPY SHALL BE PROTECTED AND ARE NOT TO BE USED FOR VEHICLE ACCESS OR EXISTING CARD READER TO REMAIN. PROTECT IN PLACE, 6 'yo" �'� ITEMS SHALL BE REPAIREDTO THEIR ORIGINAL CONDITION,AS ACCEPTABLE TO THE OWNER. PARKING. <�> 1 44, '� '�'p '�A 1. FERTILIZE GRASS AREA TO BE REMOVED WITH SULFATE OF AMMONIA 0 0 v\1 21-0-0 AT A RATE OF 5#PER 1000 SF, �:� ii� I>. 0 2, SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE CURB ADJACENT -.--.. -- - - i . 2. EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOCATED ON SITE,ALL CLEARED MATERIALS SHRUBS AND GROUND COVER PLANTS THAT ARE SHOWN FOR REMOVAL SHALL BE <�> t . SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED AND DISPOSED OF LEGALLY 2. IRRIGATE THOROUGHLY USING EXISTING IRRIGATION SYSTEM AND KEEP REMOVED COMPLETELY,ALL ROOTS THAT ARE OVER ONE-HALF INCH IN DIAMETER EXISTING CONCRETE FOR NEW ADA ACCESS RAMP CROSSING. GRIND 3 -- * OFF-SITE,SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER AREA MOIST FOR 10 DAYS. SHALL BE GRUBBED AND REMOVED TO 18"BELOW GRADE, ALL ROOTS WITHIN THE SMOOTH EXISTING CURB TO REMAIN. Re z ew 1111 te NONRECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TOP 6"OF SOIL SURFACE SHALL BE REMOVED. DO NOT DISTURB ROOTS OF TREES >1 Date 3. APPLY SYSTEMIC TYPE HERBACIDE GRASS KILLER(ROUND-UP OR EQUAL) SHOWN TO REMAIN, -11 . TRANSPORT THEM TO RECYCLING FACILITIES. TO ALL AREAS.APPLY PER MANUF. INSTRUCTIONS.THOROUGHLY WET ALL REMOVE EXISTING SIGN FOR RELOCATION, SEE CONSTRUCTION PLAN FOR LOCATION, 0 P, ' 3. THE CONTRACTOR IS TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED, OF EXISTING GRASS W/CHEMICAL. STOP ALL IRRIGATION. 3. EXPOSED ROOTS OF EXISTING TREES TO REMAIN THAT ARE OVER ONE INCH IN <�> CP1 CONDITIONS OF TREES AND PLANTINGS,ADJOINING CONSTRUCTION,AND SITE IMPROVEMENTS THAT 4. AFTER 10 DAYS REMOVE DEAD GRASS MATERIAL AND SCALP TO 3"DEPTH. DIAMETER SHALL BE INSPECTED BY A CITY-APPROVED ARBORIST TO DETERMINE IF �� '_"-"""_ MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING. CUTTING IS RECOMMENDED.ANY SUCH INDICATED ROOTS SHALL BE CUT CLEANLY z"HEET KEY MAP ,&PHASING LIMIT AND POST & CABLE DETAIL REVISION 2/24/16 ­_'_'0_R........-'-'--" 5� REPEAT STEPS 1-4 ABOVE A SECOND TIME. WITH SHARP PRUNING TOOLS AND NOT BE RIPPED,TORN,OR CRUSHED. 4. THE CONTRACTOR IS TO SUBMIT RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING CAPPED _­1111-11111 .:., ... '��' ".. .. I.1,11"'i, ..:'-�?.......i. WINE ffi""Vii':�'�.'i::: UTILITIES AND OTHER SUBSURFACE STRUCTURAL. ELECTRICAL.AND MECHANICAL CONDITIONS, 10'��*'�'1111 ' " ' I I EXISTING IRRIGATION NOTE: NOTES: .?'.`*111-1� .'..'.'.'.'.'.'..",:::��?.',�?"�"..'� - --------- `*�"N'**'i IN AREAS OF NEW IRRIGATION, REMOVE EXISTING IRRIGATION HEADS. A. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL DAMAGES TO SITE ELEMENTS TO �?i...��������������*'*'*'*'*'*'�,�?�?�?�?�?�?�?4,.,�..,�ii?i _ .- � X" 5. LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE RELOCATED. PROTECT WATER METERS, BACKFLOWS AND MAIN LINE PER IRRIGATION PLAN. PROPOSED REMAIN DURING CONSTRUCTION. ��������??*i?�-im?"�..,?��'...'.� - 6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL EROSION IRRIGATION FOR THIS PROJECT IS INTENDED TO REPLACE EXISTING IRRIGATION CONTROL B. MAINLINE REROUTE WORK SHALL BE COMPLETED WITHIN A 24 HOUR 1:..."..... ­ '. I DESCRIPTION OF REVISION DATE CITY VALVES. CONTROLLER, LATERAL PIPE AND HEADS. REMOVED EXISTING CONTROL VALVES , " _� . - . im, -BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND ' .M, 11 .i....:'?� . , APPROVED AND DISCHARGE OF SOIL WINDOW. COORDINATE WITH CITY INSPECTOR FOR SCHEDULE TO SHUT OFF I , 0.1'�. ­i '­- , "". I "I .. . AND SPRAY HEADS SHALL BE DELIVERED TO THE CITY YARD, EXISTING LATERAL LINES MAY �*I*?N:*i"'�­�'---.' , I� -.,�.:-��,.,--",.".-,,-�,-,��,�,��.,�.-,-".�..'�'���,.�I - - WALKWAYS. WATER SERVICE AT CONSTRUCTION AREA. '...'.�� 1 p." �' ' ' � > ,? ; , I -"' - .' �!?�­' :. ", '�'� :_Ai��_ f1_10 , - , BE ABANDONED IN PLACE. EXISTING MAIN LINE AND CONTROL WIRES SHALL BE PROTECTED i'f-��'. fl'-'�' I :: I- ; . I­��'i AND RE-USED AS INDICATED ON IRRIGATION PLAN. "I.' . : ' I. g I 1111 .p.m., W'. ._ '' I �..'.wg ��J- C. CONTRACTOR SHALL COORDINATE ELECTRICAL LIGHTING FIXTURES AND EQUIPMENT >1 ­­.;'�_;.' .;..'-:-::'-: ' , .:�� .... . . �?"���',�*'��,�'l?.'.."��.'�.?,.*,.�l.'�.,.'!.".'��?.,. ):�� ; ..' CITY OF RANCHO CUCAMONGA 7. THE EXISTENCE AND APPROXIMATE LOCA71ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES ""�*'.�'.",."'..'..'�.?"....��...,."!'-�`.-� - : I < .1. ........ �'�":-,-..':.--'::_� �.'��::."'t:�: �11"Ii�'�'� ' , .: ­...... ".. "..."f" N1";1*i;1";'9X o��-0�0':OZ�- **' " .. .�1��'51'4; . :�--'��­§".�--i"�' ­-;'W"1'l�'� .. :� " . � � � < � 11". INDICATED FOR REMOVAUREPLACEMENT.REFER TO ELECTRICAL CONSULTANT'S PLAN. ' " " "�"`", ...." .0 I�. I � 12 N :: :: �f,4. I . --i3x SHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS.THE CONTRACTOR IS REQUIRED TO - I 11?1..��`i-�f'i.'-11ii i'� �.0'111'f`i�'�'-' .._.� ?i�'i I -'�.'�" .:�?�..':' **::: .1:"�.. :: .. I �-1 I " '; 1 1�'�- REFER TO IRRIGATION SHEETS L-4,11, L-4.2&L-4.3 FOR ADDITIONAL INFORMATION. 7 ::*�:*�_ . ��'x� :: I ��i�".-'��,`�'l " - I - '*'4�1 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF 'i�11.-'.-�""�'� :'�,'�'�'_'.' . : . I D. CONTRACTOR SHALL PROVIDE TEMPORARY 6'HIGH CHAIN LINK FENCING AROUND Lij�'?Ilil - -I 1.� I ... I __­" �'�"� 7.1 .1". :� .."10 ';.. _'.. . :: :; 0" �"7'"'g - -m-V'��"'--` :11' .""Y., . . , ,. �4;�" .,, , ��I� .� __ '., ""."', , � ' '� 1 1;4� " _' ,-"- _"�i�� - " 'ENTER RENOVArl'"ION " .�'�' : .,M'.: >�!:'� ... I, ...... _ .��'-__ . �;' . '.'�� RECORD AND NOT SHOWN ON THESE PLANS,THE CONTRACTOR SHALL CALL TOLL FREE UNDERGROUND ��� .��'_' CONSTRUCTION AREA. PROVIDE TEMPORARY ADA ACCESSIBLE PATH OF TRAVEL TO ',­ ?'� " ;�."'­ I"' '�� , U I VI C u4" ",. , � - - ..1- ... .."'c " . �� � 1;��-g" - A�P\.' '..'n � ..' '� ��. -,;. - , .. . I x I 11':_�'_'�_�-�'.'i:': c'i:'.-'­'-'-�" , ,mi;m. ' I _�11,6�' J__ �� P., ,,'_ 0 �. SERVICE ALERT TWO WORKING DAYS PRIOR TO STARTING ANY EXCAVATION WORK. 1 , _ ; �X. , �/'�I I _ 1$ i 1�z �� 0K i�' CITY HALL MAIN ENTRY FROM VISITOR PARKING AND TO EMPLOYEE ENTRANCE DOORS i � e. � . " -� 1A I I � ,\']�.'� .. :�'k , '.�� 11 �. �111 '' __­­ - ' - ___" - ... ", ` �­:��K-.'- �(-'-.:�'�J�"-"' CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE REGARDING REMOVAL. " ' "ORNER HA VEN AVE & . "� ­ IN'I I -- SALVAGE NOTE: FROM EMPLOYEE PARKING LOT AT ALL TIMES DURING CITY HALL NORMAL BUSINESS 11 � " I . "_ , . J - 8. REMOVE SLABS, PAVING, CURBS,GUTTERS,AND AGGREGATE BASE AS INDICATED. NEATLY SAW CUT - '_'__'�Zkz__� . I . " � '� N E C' 1 HOURS. : :i �;T - 1 � - L ...... : ':"-� " � '­­_ , : :: I :.. ' : � .. .m.... - _". :: :: I STORAGE AND RELOCATION OF ALL ITEMS INDICATED FOR SALVAGE. ,� .. .1 1- i: I'll" EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING PAVEMENT. PAINT ENDS OF STEEL �" ': �*�:i .�. 11.1 I . .. '.11 .1 .. �: *�I'll., . - .. . . , � �" .�' �� """�I!�_"'_�:-.,� ........ -.-.. '. 1, :� i .. -f:.' . /i��i' . REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT CORROSION. �!'._�"� � __1_1_1__�­_ . ". ;: i� 1._'�J?'. u"IVIC CENTER DR . . r: - �'\!'!_ "'� �'-----I------- �' ' :� �; 11 , - I - � - I BRICK PAVING AND BOULDERS AT MAIN ENTRY PLAZA SHALL BE REUSED AS INDICATED, i: ::"'�-..' '. . i' :� ;; :�."' ' � .. ", . �'� I _­_ ­_'1­ :%'�­' . �� ,�" ij::"�"��"' - . I ­­'­'1.'.' .: - � - ­j -.1 "I I- ____ I z I...,.,.,.,y -- -­11-_'__'_ 2., k.' I�­_.­1­11__.._­­­' E_ ��it ' �� ,:' '_' � A�'"1i i .� I., -- __ : ,, �i��_�'L_= : . . v__ I '� I I . ,,, 1� �------- ---_-- 77--., �.,� . . : -�.. I I I—- r7 7 .�.I.\,'­:�:..,- 1.1­11.1-­ '_.. I�. , - , � t 11 , . 111. . I .1 , ::- :� .�'"'%�'�:_.' ." ��'.___,:'_ - ­- .\--- ,��� _,.:::,'­'�'­.. _ - j--i ,::'i 1 ", : *11 ` , - : �- _1< " , I - : "�. _'_.';� r' : .'_:�_ � 1�� , "I ­ :,� '. __i,_ _ """'_ DEMOLITION PLAN 1 -_ - __�� - - �_- ­� � '� underground Siervice Alert 1."" : -'I-J;cl __­� __ .".�-�':­'; . '� ,,, , : .... ......... !i � I -- -- �---� I - ­:,' : :: I '_ -1....��. ,, , ; -::�­......._ I -, ­� , - �' - TREE REMOVAL NOTE: 1% � �r .. ­"� _', _; "�-1111'�. .­ ,� ��'0- I . I :; CIVIC CENTER DR , '� i�-,�,�--...�.,,,,��i,."���,-.�.��..!�,�;,.,I- �� �� r �. F-_%14LAN ("IRU'SS REFERENC'ES I L��L:�jr�,'_ APPROVED BY: -1 CONTRACTOR TO MARK ALL TREES FOR REMOVAL. CITY INSPECTOR TO APPROVE MARKED : �I I '1'1��".-_ I ___� D ATE: ,,z/z-5 11 v : I � � " �'_ � � � * f : :� �" _ ' '. "!­'.�'q r � �� r �� "I , _� � � ., I ,I.,. 'r��-.�,,', I --- TREE PRIOR TO DEMOLITION. _­' . : ;�I -I 1­14�� . � ,_ " I - M Call: TOLL FREE i ".'�� ' � r" IN I..-'�­�-'-1"�,,, � CITY-ENGINEER -L__ I RCE No. 67514 "� :/ �... � '. .1 ' . _', __ � �! 1_ ....r ,,,/ 1­11 FOR NOTES AND LEGENDS, SEE THIS SHEET ;- � _'_ - DESJGN 1, I "I" RECOMMENDED "I ARCHITIEWA DESIGN GROUP FOR DETAILS, SEE SHEETS L-3.6 TO L-3.8 GP.D/JLP LANDSCAPE ARCHITECTURE PR 1 -800 FOR SPECIFICATIONS, SEE SHEET L-6.1 0 1 O' 20' 40' 80' - SITE PLANNING Ill DRAWN 10221-A TRADEMARK STREET SHEET FOR CORRESPONDING DEMOLITION ENLARGEMENT PLAN, SEE SHEET L-2.4 RANCHO CUCAMONGA, CA 91730 422-4133 JLP/MPW/OLP (909) 484-2800 FAX: (909)4.84-2BO2 L-2.10F 27 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3.1 CONTACT PERSON:JOSIF PELAYO - s' L �� 7t,1;�'\' I 1 I � t' ­'�'� ". TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4.1 OEM IIIIIIIIIIIIIIIIIIIII11111IIIIIIIIIIII m RLA NO. -'2834 DRAWING NO. m FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5.1 SCALE: 1" = 20' JRC/JLP - DATE 9/22/15 � JOB NO. 1338-CC 2418-L I I'll --- PROJECT Sheet No. -3 of _�R 7 34 LIMIT OF WORh< ........... x DEMOLITION NOTES X 1. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE,ANY DAMAGE,WHETHER INSIDE OR OUTSIDE OF THE it 2 77,� PROJECT LIMITS,TO UTILITY SYSTEMS.SURFACE PAVEMENTS, FIXTURES,STRUCTURES, OR VEGETATION PHASE 4.!. THAT IS NOT SPECIFICALLY INDICATED TO BE REMOVED AS PART OF THIS DEMOLITION PLAN.ALL DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION,AS ACCEPTABLE TO THE OWNER, <3 8�J 2. EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOCATED ON SITE,ALL CLEARED MATERIALS 2 29 SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED AND DISPOSED OF LEGALLY 2 OFF-SITE.SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER N NONRECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND 32 5 TRANSPORT THEM TO RECYCLING FACILITIES. j..........-J, J, R n. ,4U1 3. THE CONTRACTOR IS TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE.SUFFICIENTLY DETAILED, OF EXISTING 32 CONDITIONS OF TREES AND PLANTINGS,ADJOINING CONSTRUCTION, AND SITE IMPROVEMENTS THAT z uj 9 35 37 37 MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING. 9 N 4. THE CONTRACTOR IS TO SUBMIT RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING CAPPED (j) 14 UTILITIES AND OTHER SUBSURFACE STRUCTURAL, ELECTRICAL,AND MECHANICAL CONDITIONS. & UJ 5 5. LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE RELOCATED. < UJ 6 6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL EROSION 2 U) M AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND 35 35 5 "N. WALKWAYS. WI:0 F4 N 7. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 37 m 37 35 SHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS.THE CONTRACTOR IS REQUIRED TO 34 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD AND NOT SHOWN ON THESE PLANS.THE CONTRACTOR SHALL CALL TOLL FREE UNDERGROUND SERVICE ALERT TWO WORKING DAYS PRIOR TO STARTING ANY EXCAVATION WORK. 21 8. REMOVE SLABS,PAVING,CURBS,GUTTERS,AND AGGREGATE BASE AS INDICATED. NEATLY SAW CUT N EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING PAVEMENT. PAINT ENDS OF STEEL H REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT CORROSION, k uj A okt NN� p (5) t o f c s `"wry J (5) N` zNp 0-R 37 ui ...... .... 37 tr N ---A ry (1) 4 co 29> z "s 3: Lu uj (5) 4 9 37 < 00 0 � 0 CL CL (5) ®1 4 37 ti & 37 3 _A e� 29 x 13 t! 29 4 (5) 4 41 .. . ......... < 40 .......... IN Af*_ 27 N1 NE ,Nq 37 kI kN�,4 6 <8> 0 5 5 5 36 5 i xz m =ME smomms f _ a mm news ME 0 BE m sm m ME I ME m sm a ms 35 mw �N1- PH cl� 34 5 \.jN, PHASE 1�=HASE 4 T j o y:' I � off`o 9 370 29 \N 0 ,r= �9 K �s ED 29 x�> U) ,� r O _=N a� 777A NI: xi LIJ I ASE 2 N 0 35 z � PH 71: INN",-11%01 3CA q,,t NWN Nv 32 \> ............ < PHASEz F ZEN= 29 39 39 —oo— 6 '.--- 1: 1�.-.- i r, , .11,11 1...... 5 j-y PHASE2 j 39 34 6 R fi 1-16 36 , L <: e wal Date Date 29 N� <�x 0 32 Op c Pt\�_ " HEET KEY MAP 23 _7777%77,_ 1 \q 1 34 4oa CITY 8 (2) 4 DESCRIPTION OF REVISION DATE APPROVED w 39 V Lu > CITY OF RANCHO CUCAMONGA .......... N, 29 NN� ><u , A w CEN`ER RENOVATION 4(5) 4 IVIC 6 k NE CORNER HAVEN AVE & 21 u u,CIVIO" '"ENTER DR ......... x ................... ........... r DEMOLITION PLAN 2 Unclergrouna "_"ervice Alert CIVIC CENTER DR APPROVED BY: DATE: 0-212s b PLAN u" Rut"'SS REFERENG"Eto CITY ENGINEER RCE No. 67514 Call: TOLL FREE t REC DESIGN O MENDED FOR NOTES AND LEGENDS, SEE SHEET L-2.1 ARCHITERRAiE' IGN GROUP GPD/JLP LANDSCAPE ARCHITECTURE FOR DETAILS, SEE SHEETS L-3.6 TO L-3.8 0 10' 20' 40' 80, SITE PLANNING 1 -800 FOR SPECIFICATIONS, SEE SHEET L-6.1 DRAWN 10221-A TRADEMARK STREET SHEET III RANCHO CUCAMONGA, CA 91730 FOR CORRESPONDING DEMOLITION ENLARGEMENT PLAN, SEE SHEET L-2.4 JLP/MPW/OLP (909) 484-2800 FAX: (909) 484-2802 L-2.20F 27 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3.2 I CONTACT PERSON:JOSIF PELAYO 2834 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4.2 CHECKED RLA NO. DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5.2 SCALE: 1" = 20' JRC/JLP DATE 9/22/15 JOB NO. 13-38-CC 24t8-L PROJECT Sheet No. of 'VZ7 I I x - -=-A,,mW,.A...0 -,---..:,.:---- .:...... ... � ,-.'-.x.­ ��-��,:,:,—1.1, - - -I -...I--, .....���.;,�,.���.��"."�..'�.�1%.�.,�', - :_---...%-, --- --- - . .�-��"%".�- ,-', I -1-1 I 111. ... I - , " sl�"­, .- � ; - ::,,; � I I 11, �,- I -:, %, 7 A -§ ,� I � E-T �--2 I.... 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'�...... � �T - .. li, �. 1, . :: ;: fiA, - :-.g/ I .. �: I U V U 'ENTER DR :: j .. �. 1. . '"Tw "I '" Ue �� :� �� 1,� ...... �.********::::::: 1.*'.*'.*1.-1s.,*1;,. �.,X:l t: I !' ' !�z� - .............X11............. WX :: �; ,��i� : :: �� 1�'.' �----_ -1-1....-- , � 1. ,!777--- -,-.,- ------' - ---` '--�' I - . : _ : . .f�,— �, ,-,���j I K - �� .I... � . ..". : V*M/1�--1-'�� -`."'11.-..--. �,��-�-- "..�� i ... 1�1..-- . , �-'.-� -,.. . ,�,U In ; , 1. .. 11% , ... ... - - -l", -'I, .,,- 1 . e DEMOLITION PLAN 3 1. 0111'ffi ,�- . 11.011,10, '�' - I? -.1 . - , '�,' ". I- - - - TI-,-,, =F=T�l , I - ... -- - I I -, - �;* I � I IN - - .- .��. �,�- I .1-- I ��i*,�.i:i�.,�',.*:i:�.'7-'.�'*.-,-,.-.-.,-. .I.-I....'.. 11 - -- 0- - - - - t �-� I ls� --/"--..', - I Underground Service Alert . - - "', - - ---��............... i .- . " *---Xii� � -:,.S�,'.--,.i i,� -- I -I.."..........�� , � li, *`1*1-1 �­_61 :� � gm, �-- : - /-1111111111-1... " .1 ; -:;; :- � `*'� . ---.- � APP I --,gii,'�*-.,is--� CIVIC CENTER DR :'1-1,,;;�E--1.. -.-......�[�-.--,-.--- 11 .-_-?.� . -- - ,11L, -- - - a . , , r -, - - — 11 I -- .. - , �11, ,- . � I"I 1. ','�. -,:,. .. I .?�--gil.i.-m/g -�. 111�I ---: � �:-,� --­, I -,,.....X I �. " , 1 -�7,� -�,- RCE No. 67514 L . � ... .,r.,.l ROVED BY: �� DATE: �0:41r, -- 'r , ""I , - - �tl ?;""���-M?'--,`.� ",?d � .... - 7;��_-j ' 11 C "' R E F E R E N "E" ... � PLAN 0 - ROSO U b I .. i .1 .....1. ,,,,,,�,, '-�,-,, ,. 1.",�� CITY ENGINEER 1!�--- � � (� I F-1 Call: TOLL FREE lm � I 1, � . ,. I's -------,------,----, —— �i .", � .� 1—'� ----,'. , . �� : ,_ ',�, I -...;.�-, DESIGN RECOMMENDED � I FOR 1! JOTES AND LEGENDS, SEE SHEET L-2.1 ARCHITERRA DESIGN GROUP /I FOR DETAILS, SEE SHEETS L-3.6 TO L-3.8 GPD/JLP LANDSCAPE ARCHITECTURE ox 1 -800 0 1 O' 20' 40' 80, 1 SITE PLANNING - FOR SPECIFICATIONS, SEE SHEET L-6.1 DRAWN 10221-A TRADEMARK STREET SHEET I III RANCHO CUCAMONGA. CA 91730 � 422-4133 FOR CORRESPONDING DEMOLITION ENLARGEMENT PLAN, SEE SHEET L-2.4 ,1LP/MPW/0LP (909) 484-2800 FAX: (969)484-2802 L-2.30F 27 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3.3 - CONTACT PERSON:JOSIF PELAYO — — - TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4.3 � IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII RLA NO. _ 2834 DRAWING No. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5.3 SCALE: 1" = 20' JRC/JLP - DATE 9/22/15 . JOB NO. L�-38-CC 2418-L . PROJECT Sheet No. 5- of 2-7 � I � I , I � , 26 15 6 12" DEMOLITION LEGEND (THIS SHEET ONLY) CLEARINGNOTES . i 12 DEMOLITION NOTES REMOVE EXISTING CONCRETE PAVING, SAWCUT EDGE AT JOINT LINES ADJACENT EXISTING CONCRETE 12 1 CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE,ANY DAMAGE, WHETHER INSIDE OR OUTSIDE 1. BEFORE ANY CONSTRUCTION OPERATIONS ARE INITIATED THE INDIVIDUAL TREES TO 32 SHALL BE PROTECTED FROM DAMAGE, OF THE PROJECT LIMITS,TO UTILITY SYSTEMS, SURFACE PAVEM 23 ENTS, FIXTURES, STRUCTURES, BE PROTECTED SHALL BE CLEARLY TAGGED. THE ZONES BENEATH THE TREE ................CANOPY SHALL BE PROTECTED AND ARE NOT TO BE USED FOR VEHICLE ACCESS OR OR VEGETATION THAT IS NOT SPECIFICALLY INDICATED TO BE REMOVED AS PART OF THIS REMOVE AND SALVAGE EXISTING BRICK PAVING.CLEAN AND STACK REMOVED BRICKS ON PALLETES AND DELIVER TO PARKING. STORAGE LOCATION PER DIRECTION OF CITY REPRESENTATIVE, DEMOLITION PLAN.ALL DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION,As ---------ACCEPTABLE TO THE OWNER, 2. SHRUBS AND GROUND COVER PLANTS THAT ARE SHOWN FOR REMOVAL SHALL BE REMOVED COMPLETELY.ALL ROOTS THAT ARE OVER ONE-HALF INCH IN DIAMETER <�3> 2. EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOCATED ON SITE,ALL CLEARED + REMOVE EXISTING TREE,ROOTS AND STUMP,GRIND TO 18" BELOW FINISH GRADE. BACKFILL AND COMPACT SHALL BE GRUBBED AND REMOVED TO 18"BELOW GRADE. ALL ROOTS WITHIN THE EXCAVATION TO LEVEL WITH ADJACENT FINISH GRADE w/SITE SOIL. MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED AND <�32>_TOP 6"OF SOIL SURFACE SHALL BE REMOVED, DO NOT DISTURB ROOTS OF TREES 44 DISPOSED OF LEGALLY OFF-SITE, SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE SHOWN TO REMAIN, REMOVE EXISTING SHRUBS AND ROOTS,SEE CLEARING NOTES, CLEARING FROM OTHER NONRECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT 205 42 INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES 3. EXPOSED ROOTS OF EXISTING TREES TO REMAIN THAT ARE OVER ONE INCH IN -----—-r DIAMETER SHALL BE INSPECTED BY A CITY-APPROVED ARBORIST TO DETERMINE IF KILL AND SCALP (3" DEPTH)AND REMOVE EXISTING TURF. SEE GRASS REMOVAL NOTES. ........... S TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED, OF CUTTING IS RECOMMENDED.ANY SUCH INDICATED ROOTS SHALL BE CUT CLEANLY 3. THE CONTRACTOR I WITH SHARP PRUNING TOOLS AND NOT BE RIPPED,TORN, OR CRUSHED.EXISTING CONDITIONS OF TREES AND PLANTINGS,ADJOINING CONSTRUCTION,AND SITE EXISTING SITE UTIILITY TO REMAIN. PROTECT FROM DAMAGE. IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING. .......... ............ REMOVE AND SALVAGE EXISTING BENCH, DELIVER TO LOCATION PER CITY REPRESENTATIVE FOR STORAGE. SALVAGE NOTE: 12 I4. THE CONTRACTOR IS TO SUBMIT RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING CAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL, ELECTRICAL,AND MECHANICAL CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE REGARDING REMOVE AND SALVAGE EXISTING COBBLE.STORE FOR REUSE. CONDITIONS. REMOVAL,STORAGE AND RELOCATION OF ALL ITEMS INDICATED FOR SALVAGE.BRICK PAVING, COBBLE AND BOULDERS AT MAIN ENTRY PLAZA SHALL BE REUSED 19 5 MINIM I I 1 low REMOVE EXISTING 2"WIDE MID-JOISTS IN BETWEEN COLUMNS. REFER TO CONSTRUCTION PLAN FOR NEW BEAMS. 5. LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE RELOCATED. AS INDICATED,6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL ....... 27 REMOVE EXISTING TILE INLAY. (1 TOTAL) EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT TURF REMOVAL NOTE. I--- --------...........PROPERTIES AND WALKWAYS, 19 REPAIR DAMAGED WOOD OVERHEAD BEAMS. CLEAN,RESEAL AND PAINT.SEE CONSTRCTION PLAN FOR ADDITIONAL APPLY SYSTEMATIC GRASS KILLER AND SCALP TOP 3" OF SOIL AND REMOVE. INFORMATION. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS,THE EXISTING CONCRETE TO REMAIN,PROTECT FROM DAMAGE. BACKFILL PLANTER AREA WITH CLEAN TOP SOIL AT NEW PLANTER AREAS. SEE 7. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITY PIPES OR GRASS REMOVAL NOTES ON THIS SHEET. 17 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD AND NOT SHOWN ON THESE PLANS.THE 31 13 EXISTING DRAIN CATCH BASIN. REFER TO GRADING PLANS,SHEET L-3.4 DEMOLITION NOTE:CONTRACTOR SHALL CALL TOLL FREE UNDERGROUND SERVICE ALERT TWO WORKING DAYS PRIOR TO STARTING ANY EXCAVATION WORK. A. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL DAMAGES TO SITE ELEMENTS TO REMAIN DURING CONSTRUCTION. 25 IEXISTING BENCH TO REMAIN. PROTECT IN PLACE. 8. REMOVE SLABS, PAVING, CURBS, GUTTERS,AND AGGREGATE BASE AS INDICATED. NEATLY SAW B. MAINLINE REROUTE WORK SHALL BE COMPLETED WITHIN A 24 HOUR 6 F EXISTING WALL WITH BENCH SEATING MOUNT TO REMAIN, PROTECT IN PLACE. ICUT EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING PAVEMENT. PAINT ENDS 0 WINDOW, COORDINATE WITH CITY INSPECTOR FOR SCHEDULE TO SHUT OFF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT CORROSION. WATER SERVICE AT CONSTRUCTION AREA. 16 EXISTING TRASH RECEPTACLE TO REMAIN, PROTECT IN PLACE. C. CONTRACTOR SHALL COORDINATE ELECTRICAL LIGHTING FIXTURES AND EQUIPMENT INDICATED FOR REMOVALREPLACEMENT.REFER TO 19 <�7> EXISTING OVERHEAD COLUMNS AND LOW WALL TO REMAIN. PROTECT IN PLACE. GRASS REMOVAL NOTES ELECTRICAL CONSULTANT'S PLAN. EXISTING STREET LIGHT TO REMAIN. PROTECT IN PLACE. EXISTING GRASS SCHEDULED FOR REMOVAL SHALL BE COMPLETE <1 8> LY KILLED D. CONTRACTOR SHALL PROVIDE TEMPORARY 6' HIGH CHAIN LINK FENCING IPRIOR TO REMOVAL USING THE FOLLOWING STEPS. AROUND CONSTRUCTION AREA. PROVIDE TEMPORARY ADA ACCESSIBLE 42 EXISTING POST TOP LIGHT TO REMAIN. PROTECT IN PLACE, PATH OF TRAVEL TO CITY SHALL MAIN ENTRY FROM VISITOR PARKING AND TO EMPLOYEE ENTRANCE DOORS FROM EMPLOYEE PARKING LOT AT ALL 2 1. FERTILIZE GRASS AREA TO BE REMOVED WITH SULFATE OF AMMONIA TIMES DURING CITY HALL NORMAL BUSINESS HOURS.21-0-0 AT A RATE OF 5#PER 1000 SF. 6 EXISTING BUILDING UPLIGHTS, PROTECT IN PLACE, 13 21 2. IRRIGATE THOROUGHLY USING EXISTING IRRIGATION SYSTEM AND KEEP EXISTING PATHWAY LIGHTS,PROTECT IN PLACE. AREA MOIST FOR 10 DAYS. I3. APPLY SYSTEMIC TYPE HERBACIDE GRASS KILLER (ROUND-UP OR EQUAL) EXISTING BOLLARD LIGHT AT MAIN ENTRY TO REMAIN. PROTECT IN PLACE. ALIGN .............TO ALL AREAS, APPLY PER MANUF. INSTRUCTIONS.THOROUGHLY WET ALL GRASS W/CHEMICAL. STOP ALL IRRIGATION, 12 EXISTING DIRECTIONAL SIGNAGE TO REMAIN, PROTECT FROM DAMAGE. ... . ......4. AFTER 10 DAYS REMOVE DEAD GRASS MATERIAL.SCALP TO 3"DEPTH. REMOVE AND SALVAGE EXISTING POTS, CUT AND CAP IRRIGATION LINE. REFINISH CONCRETE SURFACE AS DIRECTED. 5. REPEAT STEPS 1-4 ABOVE A SECOND TIME. EXISTING TREE TO REMAIN, PROTECT IN PLACE. PRUNE AS DIRECTED BY CITY ARBORIST. 40 26 REMOVE AND SALVAGE EXISTING BENCH AND TRASH RECEPTACLE FOR REUSE. REINSTALL TO NEW LOCATION PER EXISTING IRRIGATION NOTE: TREE WELL SQUARE SAWCUT NOTE: 5 3 PROTECT WATER METERS AND CONNECT MAIN LINE PER IRRIGATION PLAN. SAWCUT EDGE TO ALIGN WITH FARTHEST EDGE 12 CONSTRUCTION PLAN, PROPOSED IRRIGATION FOR THIS PROJECT IS INTENDED TO REPLACE EXISTING OF EXISTING RADIAL SCORE JOINT < >1 <�>34 IRRIGATION VALVES, CONTROLLER,LATERALS AND HEADS. REFER TO IRRIGATION ON ALL CORNERS OF TREE WELL . . ..... EXISTING CONCRETE CURB TO REMAIN.PROTECT IN PLACE. PLAN FOR ADDITIONAL INFORMATION.ALL EXISTING CONTROL VALVES AND SPRAY HEADS SHALL BE REMOVED AND DELIVERED TO THE CITY YARD. EXISTING LATERAL LINES SHALL BE REMOVED AND DISPOSED OF. EXISTING MAIN LINE SHALL EXISTING FOUNTAIN WITH BOULDERS TO REMAIN, PROTECT FROM DAMAGE. 4 BE PROTECTED AND RE-USED AS INDICATED ON IRRIGATION PLAN. REMOVE EXISTING PLANTS,SOIL AND WATERPROOF MEMBRANE AT RAISED PLANTERS.STORE SIGNS FOR REINSTALLATION AFTER RESEAL REPAIR AND BACKFILL. SEE CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. 0 REMOVE AND SALVAGE EXISTING POLICE OFFICER MONUMENT FOR RELOCATION PER CONSTRUCTION PLAN, CONTRACTOR TO EXCAVATE AND REMOVE FOOTINGS, ---------------- 12 i3 7 7 > EXISTING LANDSCAPE BOULDERS TO REMAIN. PROTECT IN PLACE. REFER TO CONSTRUCTION PLAN FOR LOCATIONS. 2 REMOVE AND RESET EXISTING POST TOP LIGHT BASE WITH NEW FINISH GRADE PROTECT FROM DAMAGE. SEE GRADING & (4) CONSTRUCTION ENLARGEMENT PLANS, 3 33 R ...........'4<�35 EMOVE EXISTING CONCRETE MOWCURB. EXISTING CONCRETE STEPS/RAMP TO REMAIN. 305 EXISTING TILE INLAY TO REMAIN. PROTECT IN PLACE. EXISTING FLAGPOLE TO REMAIN. PROTECT IN PLACE. -10 REMOVE AND SALVAGE EXISTING CONCRETE BOLLARDS FOR REUSE.REPAIR AND REFINISH BOLLARDS BY QUICKCRETE. 34 (5 TOTAL) EXISTING FLAGPOLE UPLIGHTING TO REMAIN. PROTECT FROM DAMAGE. 43 3 3- ---------------�1_1 I <3 9> EXISTING IRRIGATION CONTROL VALVES. REFER TO IRRIGATION PLANS FOR ADJUSTMENTS TO SITE IRRIGATION, INCLUDING ANY RELOCATION OF VALVES. 3 43 EXISTING SHRUB ROSES TO REMAIN. CLEAN AND AERATE SOIL. PROTECT FROM DAMAGE, I-Ly REMOVE, REPLACE AND REPAIR CONCRETE WALK AND/OR BRICK BANDS 3 Lr WHERE IN EXCESS OF 1/4"VERTICAL LIFTING. -16 31 REMOVE AND SALVAGE EXISTING LANDSCAPE BOULDERS FOR REUSE. F�'7 ............ REFER TO CONSTRUCTION PLAN FOR NEW LOCATIONS. (6 TOTAL)...... ....... REMOVE AND REPLACE ALL DAMAGED BRICK WITHIN BANDS AS REQUIRED, U<3 >\ 14 (4) 12 4 ............ ............. 27 CITY 9 7 DESCRIPTION OF REVISION DATE N7 APPRO ED + .........4 CITY OF RANCHO CUCAMONGA CONCRETE REMOVAL NOTE:SAWCUT EDGE TO FOLLOW NEW RADIAL 33 5 1 20 1 1 I PLAN FOR CONFIGURATION.GRIND SMOOTH J` IC "ENTER RENO VA TION CONCRETE BENCH. SEE CONSTRUCTION -------------- v (2) 1/2" DIAMETER ALL EXPOSED TOP EDGE. 1 23 19 I34 25 (6) 3 (2) 'ORNER HAVEN AVE & NEC SITE CONSTRUCTION NOTE: ICIVIC Co"ENTER DR 29 CONTRACTOR TO PROVIDE TEMPORARY UHIGH CHAINLINK AROUND WORK AREA. (8) NO PUBLIC ACCESS DURING CONSTRUCTION. DEMOLITION ENARGEMENT PLAN Underground Servic Ale PLAN U' RO'SS REFERENUO""ES APPROVED BY: DATE:CITY ENGINEER RCE No. 67514 Call: TOLL FREE DESIGN RECOMMENDED FOR NOTES AND LEGENDS, SEE THIS SHEET AND SHEET L-2.1 ARCHITERF'!A'DESIGN GROUP GPD/JLP LANDSCAPE ARCHITECTURE 'O In FOR DETAILS, SEE SHEETS L-5.1 AND L-5.2 SITE PLANNING k 1 -800 FOR SPECIFICATIONS, SEE SHEET L-6.1 0 51 10, 20' 40' DRAWN 10221-A TRADEMARK STREET SHEET RANCHO CUCAMONGA, CA 91730 FOR CORRESPONDING GRADING ENLARGEMENT PLAN, SEE SHEET L-3.4 mmmmmm= MPW/JLP (909)484-2800 FAX: (909) 484-2802 27 422-4133 FOR CORRESPONDING CONSTRUCTION ENLARGEMENT PLAN, SEE SHEET L-3.5 CONTACT PERSON: JOSIF PELAYO FOR CORRESPONDING IRRIGATION PLAN, SEE SHEETS L-4.1 & L-43 smossommoommosm CHE KE RLA NO. _ 284 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-5.1 & L-5.3 SCALE: 1 1 O' JRC/JLP DATE . 9/22/15 .1013 NO. 1338-C 2418-L -7 PROJECT Sheet NO. 0 f ( - - __ - - I w 5 - T-TT- " T-6'3�4' 3'-6"3'-6" T-6"T-6" S-T T-2" 3'-6"T-6" T-6"T-T T-6"T-T T-6"3--6" 1 1 ;:I��---��,, ­� - I ,�,"7 1�_�,�,_ I, " -� I - 1, t - I'll, .11" 'I',,::� ­�, ���, __ ! ':I -��; ­�7��__ 1 �77�� 1 :�,, I'll _­ _I-,',," ,,�::: "I", ,/:::;� I— ,,:, "I'll, ­1" u"ONSTRUCTION LEGEND.- LIJ /_1\ (�, . 1 9 U) CIO I ; ,", �� "". I— ­­ ­ , , ,::�� 11 " ".1 , "I I'll ­­: - �1'1 I - - I I I ,, � I � I �, ,, I �,, - - .1 "I "I -_ ., "I I f .I i , I � � ��I< / ;: � I 11 I I I ; � �� IT--\ �� I "_� ,; I / --( = = cl� .� ­ 11 -, 11 I , ,� � 1�::­ I I 1 � - I 11 I 1, .., I , � - ,. I., 11 I I 11 I , � , �, :, ., , I I , :";, - , _\'to/ ­ I 11 I �� .11 ," 1� �,� ��, ,15) 2 D1 - ,�, i I ., - 11 11 I .1 11 I 1. , 11 - , 11 , , 11 ;" � - : I 11 - 11 ,� I 11 , I 11, - 1, I I I I 11 1.11 �:o,., 11 I . Q_ 11 m .." I -I � I I : ;- I / I U 11, I Or, "A 1\1 a- � �; .11, I , I 1, I , � I � LIMIT OF WORK I , I ,� I , I I I _\ - .., -N,N�,NN-�,N",NN%NN'�'N'�,\N-,%O,\\-,Q�.%"! � � � I -11 m MN _&� NN ZN t,'! Nx N . "I -",N"&,-,N"N&&s\,�,NN,,,&sz�, IR V11-1 11111INNINNIIN. CONSTRUCT 6"WIDE NATURAL COLOR CONCRETE MOWCURB PER DETAIL G,SHEET L-3.6(CITY STANDARD#534). 17 ........I—- _111�...­­­1­1------___._____.111.­...........__, .... I. .------ � ��Iss _�,�.____ 7�------�_�_n__.__f�n., .�,� �­ ­­,i_�N'�� �_ ­1 1 ____2 (1) I I � ­___- - ­111 ..... 1;1111 I � A-; , ­_,, , 'IQ , , ____Z�s I , ­­ ��._ ;o ".. I 'I., I V....�_ Id ,� ,,, :�­31��,�, "', , - , 1­_ :. " x - � 11 �::;:::: ,: - I , i ,_�.,, I 1-111 I., �, I I ''I -1 "I'll, 11 " 't I I I - 17 :I : I I . "I -, ­ 11 I I I , Ae I - ; , � �, 1. �� 11 . 11 ,, _11 � 11: PA 1, � ;�� PA, ,, , ,, � %, I�­`­ " � �; A __ i , :" � , - PA I , I "�, �- r� __ ... �_ - :!­;, , T....... `�� , :�` , "". �P , ��_- X_� I ,D-\ ­­­ , ______ I ,:: I I.- , V -,-\- , I ,� .',��-��,,��,,," �, " �:k , `:�:J� , '' _� ��, ­­�,�i���::I �:::!,', _ _ �, , "I'll, '� "I', I d��PA ;�:: :� ��F 11 !�8-,,,�,-,,-',-,-,,,,,.-.-.-.-L-�- -�' ., ­` �! P , -�N:_\ � , � , ,, : ----7,74��I ,,.,�­N-­­�­­�, _,�1____ , C2) CONSTRUCT 4"WIDE NATURAL COLOR CONCRETE MOWCURB @ PARKWAY TREE WELLS (TYP).SEE DETAIL M, � . I "-, ,� 111�­�`. PA , :- 11 �� ,,;;: PA :� PA 1',_� ,�� - I 0 �._____ _A_j, I ��" �. I" ��,._ .114-11-1'1,�..�­­­,�, ,__,"_� ,_,_ � -----U-,,---,,,,,,�,,-----.--.-,--- ---�...� ­­­.....�......- __ �-_ 111A, ",-�,��,-----�,-,-"-"�-------.-,;�;"-,�----,-.,..,.,.".-,","- _.,��_____ . 11, .1 - ­� ., I I - �� "I -I-,--- � I" :�,-� i 11 ­­', - 11 1. - 11 I I - I �, , - I I— , I I - 0,:; - :::� ,- , ;� ��: ", I - � ; I �,: ,: � I ,­I � 1�. I� ­1 :, "::::. 11, "'I'l- - '­­ - I— , ,� I I I 11 ,:; I . . �, �, ­ I ­ I , , , , , ; I I I %: ,� ,� SHEET L-3.6. I 11 ­­' 1, 1 I 11 , "I � I ��:o�: ;�� - :; �� ." I , o 11 - ,�, , I I �,�� 1, I , , 'I, 11 -,- , ,*-**�'.'�"'*��,-,--,--,--------- :: : , '. 1: I � m1l'- � I : :o I - ,­,11 , I % I" , , "I 11 I ,;, "I I ��, 1 ,. 11 11 ,� I I I "I 11 11 I I., _ - ,. �, L4'4'-6' ­ 11 '1�1 , �4 PHASE3 If, \ .: I , I .. ,"� , 3 ,,;, I - ,�_- _ /1. "', V., � - - ,. �, ,�;, ... - .M.- - " , , - _ - - - - - - - . _0"*,�' - I . ; - - - - � _0__ - .... . - _._._.__.­1......._ _11­1­1 I—-­1­1.1!TT!TT!� '""Mm-1-1 ...­1.11..1­-­__._,_1 - -"IT,_1___1__1__,__,__ ..',,,�. '. ­�,, �, 7­. I,---- "I " .� � 11 11 I ,,, ,-. '. , I I � " ___ . . � .� I I I I �. I 1.�I'll � � �­ I 11­ ­ �:��., I I I ­ 1;�, 1 7, ....�,�.�,'. I "" ,, ,,, ,,,, _ "", �', I 'I., , I. , I 1 . I- I . , I I ,;:" �, , .I . ----- , - ­­__ 11 � _ - 1, � I I ,- k"', _1� ,,,'�: t- . -9 __\ ­_ ­ __I­z­_­I,I",--r<��----.�.,�,�.1,11�,�I.","�.�.�,.��r �, '­.,� ,�, 1"'.- ­ I 1-11 11" I'll, "". 'I'll :" � I � /3 CONSTRUCT MORTARED COBBLE PAVING. SEE DETAIL H,SHEET L-3.6(CITY STANDARD#542). '11, .1 1 1. � I � �,`, - , . " .1 :, I","", I ­ , ­ .",, PA . - ., � : PA, - � �: � �� PA � I - 1, , � PA�:" 4�' .� U:. _,,� I � ...�. ., ,_ I I -, - - C 1­1: , - �� , I lz.:, .1 1�1-�r��­­ � :� I -l":', 11 PHASE6 -�,>"�-�, . ,.���.­ I �1� I - , w ��­ � I , _�1111* \_�_/ I * I 11 ,�;�;, . - ,� .,�." .:,. . , I �'�` __;11 I i , , '111v� 16 , �', I I� � �_ I- � , , _____ - - I I I I I I I I , __\ / , - ".. . - � __ .I;111.�11"' 11 I � .... ...:� I �� I �, K­­. ­ �......­­­­,- - - ... ­ , ,� Z-11 -�'­, f- - , I ,� �`­ I'll .- ,�,. I ,N� "I ,.,I F_--7.7,71 = . ,: - ., ,: 11 ,., ", � -- ".. ? "IV __­1 �I ;; .:�.......... � , _ � �, � � 11 - - � ­,�:�� ­ ,�11' .- � .­­ -_ ,;4 --, I I ­1 - � ____ -L - -1 '111�1 � _ I 1; I___-_____ ­,�� :1 �� r�­.­i ­11­1.ylz�_ ��I._�....��___'Y___ ...I `�, , - 11-1 , .-I'x, �Ilmmmm ..11­.­1 -.I.---- - 11 .r, A "I I'- I . 1 � ­ , 11 5 -" 1 � I: i \ /, .1 , , . .1 I 1, I 1`1 . � � 11 (TYP) ,/; ! , I '� � _�F_� _]­.....I",...1 �� "I I : (1 D6 PROVIDE AND INSTALL 3"THICK STABILIZED DECOMPOSED GRANITE PAVING, COLORDESERT GOLD'. AVAILABLE 'z' �', /';�'.�,� '�,;:,�:; 3, ,�, 11 11 - (�) I ,, �5'4"j il "I --- ��,� C2,613 2 1 - .. 1, 1, - ,I 1. - `� :_ \_�_/ � ' FROM SOUTHWEST BOULDER,TEL.,877-792-7625. SEE DETAIL E,SHEET L-3A "I,­1 ` ,. 11, I 11 I , , ,, 1, - I I 11, I I I 1, I 1 S2 "; �- , �,c , � 11, - ,I ,I �, _ P A ,1, PA -�'.11 ;: r, ;,:;: I 1, 1 F-0� 11 / �� C ,;� 11 11, " I 1 C3� 11, : , � �I I'll", PA � - 11, �;: 11 11 cl' I 1 I > -1: , , N I ,,;�,,' ��,_,­­­ , � I", "I ":: 0�: - - I 6-Of P-1 ` ---, 1. I \,--. I , PAI I I � - 11 , � � � 1, I � 11 i'_, � 5 1�1_j , 4,.z,-­­ -, , I I I I I I ­ 9 11-1-1111 I I-Ae 1 , �.'� I- I I __(�) �� ­­­ , I - , 1:5�.- I :I -� ." , I I I I ''I'll", ­ � :_��: �: 11,11, ' 'I'll- I I S, ... ., . I �.L I....... , 2 1, ..", ----' k" :� ::; C I 11 ' (�) PROVIDE AND INSTALL 3"THICK DECOMPOSED GRANITE MULCH @ PLANTERS.WATER IN, DO NOT COMPACT. I -_ ____,�_q I '1'1,'1*;.1'1*1'.,1�'1:Z�J _�� : ,:, �_.` �D15 --- `�,-_ t 2 � I , I I ......`,",�-.-�,",* ;_ I 9*-i r C­ p­ -1 1, 11 7 = I 11,11 -HA I'll COLOR TO BEDESERT GOLD'FROM SOUTHWEST BOULDER. COORDINATE w/IRRIGATION AND PLANTING.SEE �� L,�,,,,�,�,,�­�, , I',- 11L ­ ` , B 0 6 � 11.,�__�_, I ­ I D 205 i", :; i I 11- N �� .. ­. ". - _V_ PA 1`1 B 11 %; = (279� . 'PA, ­,�:` __\ I I I __I-�11, ­ ' - / (21�_____ ,�>. 21 ;, D I � DETAIL E,SHEET L-3.6. N I 23 I" 42 1��, A" �� __-3�\ t ",r_��. ---4� / 11, 01�66 ',� �, � " � � I �; �,,�,���;'-*-:,-'��',��--.".�-- .11-,- 1 ... � I ly�Ix < - . ­ I - I I � - ___ � , - , " , , C �_ . ��r "I 1. 11 I , '' I , . - .�,-,­��4'-� , _&__ 1. I ,� � - - I.... .'1,.,­.,.. ­.,1.,..,.'--1-,1_-z.: 1, I ", 11:_ � I " - , I ::::. ' Y - ��5 � 1�. �', - 12'-Y 1 1 � 0 (6� CONSTRUCT NEW ADA ACCESS RAMP WITH RAISED CURB AND MEDIUM BROOM FINISH CONCRETE PAVE. I I .­ 'I, , , :- \----/ BCR�k i 9 r-1-1 1.1, 1 i I � , I ­­ 1. -___��_ ��,���-."��-,.,_ . - I 83 .1 ��-r_� - �_�k ,-, "", I '1�4 I " � SEE DETAIL G,SHEET L-3.8. 1__� .:"�-�,`�;-�-,,,d 'I 5'-4' - -" - , 11 � I :��,­., I .... � I " ,. ,;,% �� �.`-, "'; - I 11 � ;,<�- '. 11 I.- ­ I I m U , , .�:�:� I � , � !�;:�:,��',�,,��_ '.. , 1-1 � I I ­�" 40 :� 11 � I �� ,� �­,, ­�,"'111� ­ I i , �1`"',�� .:1 ..... I . � - 1� I � ... , _ - ­ .` z 11 3 U_ �N,_g� "I 1; I.",C'. v 81, . 42 . I N ------ (D PROVIDE AND INSTALL 1/8"x 5 If2"ALUMINUM HEADER,MODEL CURV-RITE 300 SERIES, COLOR SHALL BE N, ",�­.­-" I 1. " 7 16-T - I , R ;�­ ­**11 - -�`­ -, - 1. �PA !� r11A ", , I I � - ,. .:", � � 11 � �_ �� lk"A_j , 111�11­, �N� �', _­!­N1 1� I " i�,, - - R , , __ � , ,,, , , , - !�? , , 'DECO-BRONZE'.AVAILABLE FROM CURV-RITE EDGING,TEL.,800-366-2878. SEE DETAIL E, SHEET L-3.6. � - " \, 1, En -*- K iLx,'�� ,*s,_,'-,�� , � _. ' " "I"," % .111, � I f -1 I 11 I : ,I ;1 I 11 � IN I � " ..'�,I I I r- I I . 11 � ,-�:"�-_ `,,��`��, , PA � ,;:� 11 - 1\1 ,,­,-,-- . . I = � �N I ,C;. 1, , c-4 11 , _ CQ �R N I 11 I 11, ,� ,�I N I i,��'' "' �' ,_3�1_ 1 � ".1 , �� N 2" 1 ' � , , " , , N " '_�Q_� ­_ ,�­ , I, k - "I - " , I , i" 'N' X , . PROVIDE AND INSTALL 80MM INTERLOCKING PAVERS IN HERRINGBONE PATTERN w/12 WIDE NATURAL COLOR � A�' ,��-,,,,.,, ,, ;�`�' 1 � �,�', 1 �­,�t I I 0 ,� � p A I = -11 N'- ,� _ �_4� - ,11 ­_:, I " � 4 . 1, 11 I 11 ` � - (�) � R7_v __" _­N� �:l V-5, 15�1 I ,. CONCRETE BANDING AT STREET CROSSING. PAVER COLOR SHALL BE 75% 'VALENCIA'AND 25%'SEDONA'. c�l l� 4110-_­­,,�', - _;; I ,,� I c7) = R, �, ",11-1_ ; ,,,_ , � " . 4-N�-� ,� cl) �\� 0-:!/�,.,,, ,-".1- , - ­ - -_11 k 1, AVAILABLE FROM BELGARD. SEE DETAIL C.SHEET L-3.6. LAYOUT AND INSTALLATION SHALL BE PER CITY AND , "."`.'A 42 42 I-- En ,�,. �"n, "" I � � I �, ,�'! P ",/,,.- ��:Z_5� �,,�- :1 I I I , __,�_c� 1� 1, I 11 .� 1, �' Lf I I - ,, PA �� ��' ",I I � I I - - q:-__11______,______�11 I I ..., I ",­...., - - - - - - - �� - - - __ - -1 - - - �_�,__ ,�,�ON_ _ - - - - - - - - , � � 11 ts, IVIL ENGINEER'S STREET IMPROVEMENT PLAN PREPARED BY OTHERS. ,�� 1�x, ;�,'�,�,`__,'_ � : �, CALTRANS STANDARDS, REFER TO C ,: IiN' '� il�e C ___ ; I 1. ­ � �, , : I I : - I I . ?11�� 9'4' !! ,. =--= 7m =ti 1 "-- I \ __��_ � ��­,_ _1­111_�',�, I �, I _��_ , I " - f�i��'�% 0��,..,,�'i ,_:_� `� rIA-4 ' I � '�..�,!,_- � � - .1 :, : : _. 7"',�\ . KI�;, ,� 11 , * �' I- �I .� ,_ .11. ?.' I 1. � (TYP) Q0 (9) PROVIDE AND INSTALL SMOOTH, ROUND,FREE FROM CRACKS GRANITE LANDSCAPE BOULDERS TO MATCH . . :., I , , , -� .g P _�i � j 11"I tl , - 11��..,�-, ,--.".- , I 's - -9" 5 ��,,,, I ��� ,�:--�', -, ;,,, ". \ , ,- ,�"'. 7", 1 III 11 IT � :i: -� - , : :" � -, '1� I , � ­--t ,. . = ; i� �.. 1, - ".. ,. Ii..�__1-,-:I I � ", I -, ��. ; : . flf';;I 0A "', -1. I �; - : : - n � \_ R 11 � �_ - "I 0 �,� 1 . ...- " \N F,,1111,� .,',I - � - . _" I , - , �i� �. ".. �-.� \1 , EXISTING.AVAILABLE FROM LOCAL QUARRY APPROVED BY CITY OF RANCHO CUCAMONGA, REUSE UNDAMAGED � ' , � 11 I . 0) "I"," I? I � :i ,::: -�D15 . � = , I I : : ,� 1� 11',­,�_ , � R 11 ­* � ; I � - , 5 (TYP) ,��_ R '� ", , " - I'D 15 §, ,� I : :... 1�, i� 4� '_ ,,- flr.,��.­��.,' I I� I. , " I'll, I �� : ". ..: � � - �:: ,..�� : *1 - I , ';� ',:.�; , ,. -1 � _ - Z � " ­ .5'. ­1­11­1'­ 6�1 BOULDERS IDENTIFIED FOR REMOVAL ON DEMOLITION PLAN. SEE DETAIL 1,SHEET L-3.6(CITY STANDARD#542-A) ;___ ____ ,� -�,,, �..%�� -,,3,1, . , �, % � I ,� - ,�e �: i� �.: �,'1� �,.* �;.�, %. I 1. �"I _A_0� J I . - �. q .: IF I'­: I �, ", ,� , .�,:��,�. �K, > 11 ,,� ­�-` I ;- 9'4' 1 - .1 : , , ': , �",%� il� 11 cp SIZED ON PLAN PER SCHEDULE _Nv_�i_�_ _ 11, ":, I � 43, 0, �� i � �; , �� �� ,....: "i. H.* I , I 11 I - - ­, . � ,� , _ " , 41' ,,::�::::� , - I.' _____�11 : - I ` 1, I ­ B PA 9______,--_.", ,; I 9`­_ ­f :: 9- � , 'I', I I � I .; 1. � " I I : . , : I : I ". � �� -� - 611 - .. ­i�,,, - --.ir - :1 I I ': :� � , 1. � I � 1, I : �111­ , I., I " :� ,� �, K .� - �: � - , - : : 11. . � : � -----------A � I :. 1: - . I. - .1 �; ''I'll, 11� .1 :� - �`.�� � "I', , � � ,I - I � . .� I I I : :1 �.: 1. .., I I � . ! �' , 1? ��, 1: 1. :� I . , - 18" - �� : I ,� I H 11 11 I , PA 1� 1i I !,,,I � . .. i ", .,�. . , A . " � I , 1 ,��- :� ;, 1. , -,-- ': I 4�, � , .1', :� g�` � ,,, `� 11 �p_ B-24" 1 11 - -I I I I'll 11- � I : ; �: :� I.: I . 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I : ,� .., __- ­ , . � , - ... ��, A � I �P A"',::,�- ; � ,:, ". ­�,� :'� p�l , � 11 I I ". �11 ­­' a : :1 : ,;, K - 11 �, e I i .1 .;-� ", ';.,,, I ,::, - " " , - I � .. ­­ 7, I., e I , : .H11 I I �: .. / 1 - 7 I :0 ., PA ,._,,,,�� -,, ', .. ::, -3,7, - � , �� I ,� _ " "'. :, - � I fl . _,,, __,,,�) I � PROVIDE AND CONSTRUCT POST&CABLE GRAPE VINE SUPPORTS.SEE DETAIL B,SHEET L __ __ - li . " 8'-1 1" �I�T-0, ":::, , j-,>,, 00 - - - I __ 5.�,.--- 1, � " , - 11 �� � , ­­ ­,:­:,*, �=�," - ". I 1, I ; =� �- I -, .-..- 1--___'\ 3, , 17 I : v : i `1* - �, -11 %. ', ,�, / 1, / - ...... : I I �,, 1: �� ;��.,��,.���,:,.:�..�::",.".:;.".,.', ,& '. I I I 1 I �, - ': �� ., _ �`� H �1 , " ,11 I �0 PA ." , , - - - - - - - 11 - - -, - - - - - -, INSTALL FREESTANDING GREENSCREEN VINE PANELS w/CONCRETE FOOTINGS.SEE DETAIL E, SHEET L-3.7. : . 1: �, Z--) 0- -_ m,'I I 1, I , " � . � - , I -I >_ - - _115�� - �- - ­ - - - - - �,���, ��,1� �,\� ,',�..,.- -�--,-, 8 � /" I I—— - � � I . cD �_ "" � ,1� 1, 11 , I , - "I 11, I", 11�,� �, I I 11 1, / I I " I I �. 1, I I I I �, � I I 1:fl. T-911 1 �I I � i 11 ­ . I "I *11 -'._;,;::� 11 . % , �.... ..."I I'll I'll . - �� .1 I I I I I i 0. . 1 - 20 EXISTING SOLAR CARPORT PROTECT FROM DAMAGE. i I � I . I � ­ �;: . ,� 11 1. :� - 11 , /�, I - . N '1� �� �� � I ____ __4�-- :� --, 's ��, CY) Toi ,,� �, �, .1 t, 11 � "I I I 1;��, 11 � �: I 't ivll`�', I ,,,�., : �1� , "\�,� 7:':-,-,-,-,,p "I �',I ,�1, /--�3*8 �o i '1'1111�5' 9" � 5- 1 T-2" . 13'-0" '. I _11 � �:, I �__, I __ 1, k 4 11, - " I ;1 1, - I __11 e3 EXISTING PLANTER POTS TO REMAIN. PROTECT FROM DAMAGE. 1. - ­ ...�,: ---I - = 12 1�,, 15,� ­_­ �.. 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PA . .. _..­.­_­._­­. EXISTING LIGHTS TO REMAIN. ADJUST AS REQUIRED BY CITY INSPECTOR. I �1 ,r, � "',*�""', I I :; � 1, 1 �:I I PA , C114 ­ � I .. ­..­.,­- _. 15%3" '-9 5-1"� , - I" PA � ,� _�:� ... �­,­­­ I I ,� . .1 �­"�%;"� E-1 I , �, .- 8 ,��-1111 ---k� I I - ---�a 11 � .... .. ,".. MA . I I q 0 -I �, � 'I, I I , �� , ,�. - . I 11-.1;_.,­­ . __ � __ �. I "'�, � I � "I I fll� , �� _ . I �k , . I : ,_ -........................ .,- _____... , �'.."....,-.-...,,�iiii�l�ii!��!.,..,�"...- ij�.iijij�]' ce) 1\'�; 19 __ I � I 1 14 DEMONSTRATION GARDEN . � I I I 11 11 rl . 1% .......�......... ., � . I 1 . 1 _..................... `�� - 11-1-1-1 � I � 1, 1, : I III, f, � \11 :, ......._................. ...j S, ,�, ,A- , ., .......................__- . - � L ­ ,:::: - � - I �, , __..._................ ., . . I .� .1 �, 11 I "I' ll I . j ,.,,,, ._............�.....�i0l!!�!!��i��iiW ____�.­__ ALIi 3N F.O.B. , I - � , I ....��....._....."."'.............. ..... ........_..... ....I ------�-�, �1, ��­�, _ b . 117_1_1.-I�Z.'_'_;�.11'.�Q -, I..,., 111.­;:�11�-,X-­ ��; __ I ... ...........�...�.........��­­ EXISTING WALL TO REMAIN. PROTECT IN PLACE. ...... ­1� I'll W� ­� ­1.1­­­. 1: "I'll, �%­ ­­ _; , " �� ,,,,,,-,---,-, _n�,,,, =,; _`1== == -,. =,�­1-1'1=1, ��=�;"*=f�,�ll-I'l�l.":!";�1:11,�=---- , ---. ...___......___..... ­.....­ " I - ,,, .....��'..�..,....,�.."".",.,.....�..��,."..,.: 1 3 1. I_-.�1�1'1Z .,..:,- ,_.,___­,_­­,. ,-. __�.­­­ .�,.,.,�,.,�.,.�....,.,.,...,.,.,....�....,.,.,..- I I ......�....�............ = PA ... . ................. (2) I- � '11,��:� ,.,:, CONSTRUCTION ENLARGEMENT ".,"..",.......�_-_------ " "'�,�,�."�.."".,.","",",.,."�.,.,�"..,- I � , � , �. -" - I :o,I 11 1� ..,.......�."........",..".,.,....,...�...,..- I -........�......._.. �, � . 1 � 1-1,1­11," , "".,.."...�...."..,.,.,.,.,.�.,.,....-...........q - : . ­ " .."'.-I-11 , _­ ;t 1, "N. ,­I fli '4� ­_ . �_ ,.�.,."..,."".�.."."..,.."..,,.�..,...,.,...... � - ...................�...... . "" _� 1 I� �__o .,..,.�,�,�..�,.��.,.��,.�.,..",.�,�'.1�'..,.,. .,..."�..�,.��,��..,...,..,..,...",.....-,�..."..- _j - - - . ,..,.,.�.,.,.��,..,.,."","�"..,.,..-".""....-��­ 1 _...-............�..... .1, I.".. - . 1�? �� �! 5,: : V4V',11 9-t,., 'V_Y �­_­Iluj I - . - -, .. ..................... ,....�",.",���.,�.,.."..".."."".......,...,.-��.�_A \204 EXISTING RAISED PLANTER TO REMAIN.RESEAL INTERIOR WALL AND BOTTOM. FILL w/NEW LIGHTWEIGHT SOIL. F__ �' .. . ,.",��..".,.���.,......",..,.",.,.�...,."."..- .......�.................. I PHASE6 -3.5 "".,�,..""��,�.".�..�..".."",.�,.".�""...- - ­. = PHASE "."��,.,..,.,.,...,.,.,.,..".,.,.,�..'�..""..., , - _--j'j,�;�_­­- FER TO SHEET L _..._................ jj'�_, ,----- ­_­­ ��,"`U) , - - - - - X .v �j!�-.1�!jij. cmn- __:� __ "I _ I . 11- - - - _11i �_- X_X: :; ;:::,-,.,..,..,,.,.���.,.,.,.,.�.,.,.,.,.,.,"�..,."...- I _­.._.­__.1 � ___�1-I - I - _�l , " : ",.....,..,..."...,.."..,.."",-.,"...'�'.1. "Ij �_ ­�11<_ �� - - - - I H , .... , , u,� I ,X-11.1.1-...I...............­­.. SEE IRRIGATION &PLANTING PLANS FOR ADDITIONAL WORK, SEE DETAIL B,SHEET 3.8. � �11, ....'.. .... ZD , '� �::..,.....,:,,:..,:..:",:,,:.:>:.., -_ __ -...-11L ­­­_... ,: ��1', I =­ " -`:X = _�-� -1 __ 11 11...­�­"�­�_ I _� . . ., .;. -1 , :Av,,� " - ,.. :1 �, _� , .... === -�� ��,, �_�!�!�!' -.- 11 - I _" " .." ............�.....___ ­ ___ -_ - I ,,_ .�i�!��iii�iiiiiii��i���iii�I�iii�iiiliii�iii�ij 1� , � I � ,i_ " ,_,.�.­, ,�.,,jjij�j� Uj I � Ln � I:-,i 1� *��i " � _-m�.­ .'.".'.:� - '. _. I "? -.." .1 _ ,­ !. g!, - - '­ 1, 1. 11 " � 1 I § "-1:: �,­: -i�i!i�ii!!��!�iiiii!i!�����i�iiii�i!!�!i,, ,Igi!��I:: � 11 _. -.1 ... 11­., _ _ LLJ '�? I "I'll 11 ., ­p: . .. L , �� _[_�s j �, 9 .,�S; Z,) , : , 11 ,�,�'-A,� 11 ..._­�"�__%___m 205 EXISTING FIRE HYDRANT. PROTECT FROM DAMAGE. - 1 I ­1 � cl.j ",_ .. ­.­..., I X i, I ... ���­ 11 � 1, .1 ­ . , -- =.� ­­ - ;It I -� .- ,�,,,=-, -,�,,-.. "'r ill,*'_ m I I I . ,I �­ _�__ I 1, -___ ­.I '.'.�,r,;",==*",-'."�Z?.�--l'-- ­ __ - .--..--- * " .... . I"I :: - ___ " .4 ­ I- : � 4 - , ­ %­­ -T ,­�_,_,�� -1. '1� -11_1_11­�_",!___ _:'.� 41 41 il��z­.,.�,,.��,, , ... !� : �, ­-,�-:�;-�­ .,? I I ..*,.*.,�� . � I 11 L I .t '�Ljl , " _­::."� . = I . . . ", \ : ,, 11Lj 1, , -,::::------ .. ,, I - - m I: I I � I , I- .� �e�_ . C2 6 EXISTING BACKFILOW DEVICE TO REMAIN. PROTECT IN PLACE. - ,\ .1 _n ,� �, . 777� 1 .��-_;, ­ 04 _) . � � 11 I V:::: ,. .- __� 1, __ " " � '... :­.�...�..,.­­­., (j) I _ ------ .11 �, ,�., ­ 2­ �-�:�:�i .1 I� . - __ "Z­ I , ; I I _, , A �D ,,,, _­ ._­%�­­,... . � I , ' '. I—— , _ �, . ?,L-.1 - � ­1. , ­ - �$���i'�*���jjj�" I I �,:,._ .- _­_�� ii I I �. � / \ ­i I :� ­":�, I � I." "I­�I..I­­ - - ���.> - 1, I �, 111_ . ,I _� � ­ c. _- I � il :�' 111.�I ._., e_ Lr-,, �'.-�',-'��.__...X_ .1 ___ _......" ,. �.-=== .1 ­�­�­ "'. EXISTING PIPE BOLLARD TO REMAIN. PROTECT FROM DAMAGE. . �� , � , .1- - , , :1.1.1.11 Q�_ . � _� 1.� ­ . .1. �7) .1 I I :: i ?�; T4" 8'5 �n . �.:­ Ili I lr---\ I PA : _ �fig ` �......... .� 0 I j" (�4) 13 \ 1 �'1�"' ��........ ".,.".""..*,�,.�����i���ii���11 .I.... -� �­­ I 1; I... , .. i .. ­� Ill . I , - . I........., ... _­......-1-.....�........�.... 15 - - �. I � ­ - H I 111 I ��-,.--;--�--,-z,,:--,-­,­­,:­-­­, , '. .. 11 I , , -,,� C , �: __��) - I , � , � � _:��,� . : I � 11 ,;,.,...-;,­-.� ..- I I I I 11�I I . ,� �. H .. �...­­­­.__..........1­­.,....­, . .... . .. .....%�, - (1� � � . I . �, " . ­_ 208 EXISTING MONUMENT UPLIGHT. ADJUST PER CITY INSPECTOR'S DIRECTION. �, , I- `�.... I.... .. -.'.�......__.�!��!i�!�jii-� I 11 I ­­­­­ , :�',_ I �11 "I�z`, . '. ,.. ... V..­­� �......­­­ � . .. . I I �­.�.­.. . ­­ ,,, . ......... .1-­ jliijgijgjij��ij��, W ,.N.. ....­__­..,..­­­ - . ^�, I N - - I I � :." 1, I—__1111"I--,�-1--l�,-��",,--".,"�1--ll--------,----,---I-_ 11-2 ­111111-- __ �Nig ....��­­_�.___­­.mi .......� .,..���,�,."".,%-��,,�.�.'��"%,%.%,�. , I . . , . I, :..i iiii�i��-.'!�ii��::-­­1.�_, . .: ___\ ,' - .. �25 § �',,; _­...11 ;�: �` Q­)" "z, � ,, 111111111111 I I 1) ,_ . 'x '....... M� ..,...�,'.­_.-I.-.1.....­ . .. , ­­...V��......I , _ � I �1� . I- � m �� 11 __ Nli ... I , \ � f ­1,1` . , ..... R , �: � , � I ��...k __ ,, :�������;��i����j��������������i�]�������i;������������������ - .1�I, 1. ." .. I �­� ;.. I kl­ '­ -11 -111, i � g... � I I _�� ;1_­ I .* ' 2 ' -1; ?i:�� .. I. L2G EXISTING POWER LINE POLE TO REMAIN,PROTECT FROM DAMAGE. _ � I - 11 lav am I " � R �..'� � 1� ,�i�i�! I . I I � ".. (1:6�----�N---" � - I ��,�-�-��,,�,�,:,,� PA 10 ­�s -22 m ,I ...."...".".7".,,e*�"­ - , �__.. - 11 , 1� �,.`.. ...:�J,�', 1_U . _. 1, ,.�.,<.��l���l�i���i�i�i�i���!�!�i������:��������!�� ,., '.-n� ____ , 11 - I .. 11,-§ -­ , P I �: .� � -�,�,,,-,>i, .1�1�K - � - ,� - � , ., o ,".I. - 1. �1,­­�;41 .� ..- - REINSTALL VISITOR PARKING SIGN AFTER PLANTER REPAIR. '. I .. �1i ��) �, � � ..� �I .I (-,I�"I­ �� ��',I �.,��ii!iiiii�iiiii�ii!�!i!�!�i���i����!i���lil� ]j.,.�i:� ,....._,'...",­...,I..._1..: ­.­­............ ; .1.i '' .. ...]]]::��i�,.�::��:�1�13..­...___....,.,...­­�� � � .�.......� .� ,� = I - F �ffl,,ii��ii��ii�. ....., . ,mp,� Lo f" � . f.-J� ��,-, .iji��.�jjjii�-,,.*g,. , , : wo * - , .. I 1; k,'. ," ,,..� . ._�A' S* I '.11 . - .,o:::,.. -15?1 ,� , ...._ rjw 11 � :::::� - , .� 4.4...", A ,.�, " - _ . I'— �_ -11" -10" �, ��.,, .A... ,-,�"...,"',- _j 11 5" 1­­--- J ":" 7' -,,�, -g � :j.;j:;�:;;;;.. . a) �� �,� ��?, " . ,,�.,-,,-.��ii.:i�,�i���i�'....i,,-,,.�.,.,f, /'3�' EXISTING TRAFFIC SIGNAL TO REMAIN.PROTECT FROM DAMAGE. I I I , . � , ,��1, ­ j I , , , 1.1--91 , , , K, - -I - �_� I � -1 1� .11, .I.I.I.-I. K:j;j;�:; : a f - 11 ?- .­ -. ff:�;:, \�� 1� : I'll I I '. .1 - C . ,�',1�1"C�I ­ f5, I,—­ .­.., .1140, .1 I � -------------,,---- : � I I �. ��� "I ­1 -OH .,. . , :I: ------ ­_____ - . �, 'I'- "' 1z �­ rl �:_ i� 1?--�-� , � . 1. - � ���?��:14 H, I � . , 1, .I >.� �, �'. I � . , , * U I - 1�. . so � L-'3�3 C�l I � I .1 , � ­ 11 I , ;1'11 go Is � 4'.�� I . :.: I T .� �.. ��. "I H ;".i � I - 1�PA � �L�'I �, - �.."� "n -T ��) EXISTING SITE UTILITY, PROTECT IN PLACE. f__ ,�N, � H -3 . _. �� H11 .�� " E �N �, � ---... I `1 - in go 5 go a on a R ____­�, X��40_...- � 1 1,.-!�, E S" �__ I;F3\ EXISTING MANHOLE TO REMAIN, PROTECT IN PLACE. � , , 1. . _­V'_::I �,- "' �, , ,� �. , it - r '�.5' 8"�� �- . I . ./'�,- '.� ,. - R I a to SE \�� �;: 1 I-,, .1 < = ,,� k,_1 ." - , � : - �� ,�AL�Nel � 1�1 -,_f I, ` . .-,, ­_­ "I 11 11,-, I I.". !11 0 am m mm a wm a m a mom m mom a am a Emma I 00 - I � 11�. . , __ � - 4' . � '��� I, I I I - I 1 ,u _­­"�':, r , " � ­,,�.. - I -" Pic 2 (i4) EXISTING RAISED WALL WITH VENTILATION SCREEN FOR LOWER LEVEL. PROTECT FROM DAMAGE. �D -1 ': . . , � 1- I I.. -1:1 1� 'I... -,--,,: r m -1 , "Ill ` ­ __1 ,. �I� 1;1 'j I ...........I, I "") .1 _._­­,�, .. 34 �� "I �,* 1. I 11.11 ,k......e�"' ,.,.. ,_1 . I , � 1 . , I", � I ,e ,,�, .� 'T I . -- 11 i I I . I , '� -1, 11 _ � ...r�..... 0 1 ,,�, 's. U I (�5) EXISTING GAS UTILITY. PROTECT FROM DAMAGE, ED�E OF WALK 1� .�. � � I 1�1,`, - , .,e­`,:,­-K, ; !� I � . I :.i, "- 1. , I I . �;.,,�:,:",�.­, �, . .1. ,*.. , I H �' I I . ,� .-� :�,, ­ 1, ''A � -­,,,-�", ,; 1 � 11 I 1 � *1111 p . . � , . ".'.1 I I c ,L - . .. ,,­­ ",^. ,*, _ � � - � I._­ 'I'll ;,�%;......../x_,.:_. , ,�� __-�-,_,,-.,, �p. EXISTING CARD READER TO REMAIN.PROTECT IN PLACE. � �1. " . It 1 �4 ,�,, '. C.',�._ �,�� I .,�.,., 1,,`,�.,' '. '.�, . .' 'I I , ; e \ 11 �a 0 , .�'"" - ,� , . ," " � � � , , '. I � cm) :.,�� -1 ­,""", . ,,�., ,�, ,..>., I " " .� , I . , " ��, ...I I - : ., I 1. 1,1�� . ..... I - , �, 1� , 'I".. 4 �� i �.. I- " ,,,,e'� ". , 1, ...... - w .1 -� �,�,�� ,­­ 'I'll- I .11, ­;L . . - 11 I'll, . � �� . �. ,*, � " , .".1,14 ­1 I I '. I. (37) EXISTING POST TOP LIGHT AT VISITOR PARKING AREA TO BE REPLACED WITH LED HEAD PER CITY ELECTRICAL . I__'. -1. I ., I I� I 1 1: .1 '17, 1� "S, . . I I I."".., 1�'. �- 1-` ­ CONSUL A LAN BY OTHERS. �, , �.? I I., `,� " A , I ,. I J I P I > �, I 1, - ..�i.,.' 0: 20 . � 1, �.�-.­,,". _��,­.',, ., , .,�� m � __,"J.? f"k �`. ,.��, � " ., ­ ,� 1"�,_,� ", .. I 1� �, ,g:_' 11 - -­ 0, _f _��,�_ :?`,�f,�,,,,,�­, ''I'll" - ..... . . , , ", I ,�_,�......:: 1 i�"�,--i -)D2 - ""I'll.....J: .f?'k,,I.,,,�......� jl�,�Iiml.�, -.,,. I -,,�,_,1'1'1'�,'1111 I......,.­_�, 11 - � 1, o,�, i �`�.� EXISTING STREET LIGHT TO REMAIN.PROTECT FROM DAMAGE, 11 (2)"I�, ,,, __'.. < I.. (�� . .1. i 3 1 � _-D I 'Al al, A": I . � . .. ��.,� i i",` ;-,. , 9 . �, PA , .f �n a EXISTING SITE FURNISHINGS TO REMAIN. PROTECT FROM DAMAGE. �: � �,,,.:=�-='V..... f.I' ? . , - . I I I . .1 . �'-, ..� . � I�', z 29 � " � : , "..., 'M� �9) , I I I ,� 'n 1-i , N , � H : I 1.fl �-� ,: , a Im - , Uj mm a Id a ME 0 = * Im 0 m mi (K EXISTING CONCRETE STEPS TO REMAIN. PROTECT FROM DAMAGE. > 15 MATCHLINE, SEE SHEET L-3.3 EXISTING CONCRETE WALKWAY TO REMAIN. PROTECT FROM DAMAGE. I-e ��) '-k �K EXISTING GUARD RAIL PROTECT FROM DAMAGE, � 1: C"ONSTRUC"TION NOTES ��) INSTALL THREE (3)RELOCATED EXISTING BOULDERS. VERIFY LOCATION w/LANDSCAPE ARCHITECT,\1��p-s f',�� 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN C- , LV/60",-1 C, OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS ��_3 k�l - ��_, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL Q, (�r -A <1 CP ki) I 0 C) 0 0 RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. , �, _j Q� ---i ­­_­ _____ - - ,at 2. ALL FORMS AND ALIGNMENTS OF SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNERS * -...I— - 6 REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). Date - Date 3. FOR PLAZA GRADING AND DRAINAGE ENLARGEMENT, SEE SHEET L-3.4 OF f�,\_\ . 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND ----- STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF � � SAID UTILITIES. A SHEET KEY MAP ZL\PHASE LIMIT, POST & CABLE DETAIL, IRRIG P.O.C. REVISION 2/24/16 OR I 1 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION ­�, - ..."'. I'll........ ­­ -`-�X-�.-: .. .;.; *;ffl,­��-1,�- ­w; .��.,. .�. .�,... , PLANS. :1,I .,i.._N�,m.fl,��`�11 , . .4 . .. . �1.�. . � iiiii::........!!!....11"", - ... , �:��-".... " 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH i?'�'.�,.;`:� ....i.1, ,.� I-! .�,: , ��--,�,-,;�,--N .. CONSTRUCTION OPERATIONS AS SHOWN. �?�?�?�iil§`-��;­. ...I ;_::::..,,­, .1. ­Klmw.n�$ , .... �-'� CITY ­ -, . � .. � ... . ­ ."� x i:. - . � ­ 7. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE AND PROVIDE SUBSURFACE ;..". .N. i�, .. DESCRIPTION OF REVISION DATE APPROVED 1I.. - . I. ___­.___ , �1 � 111. , , 1�1 ,. , PREPARATION PER SPECIFICATIONS. 1­ 'I- ­,..­-­­,-'-�,','�, -,-�',' ,,,�-, -'�...'O ?, ­-.11-12. '!_,.'�',!�_-�,> ...?: ,�.M� il�---...'.. � I 'il.�� i...., .1. . -,: , i , , , ,�, J..,_,:,_ : �. -1 -_ ­ .. - ` .�,;�.. I 0 1.N.` . : � -.: 'L ..�,. ; - . �_M�-`,�],l ......� . .:.1, 8. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT CHANGES AND SHARP LL ��",%. � �� . � .;1:,.,%1 . . - .......1111�-I :Vf". �:.:.­ _._ CITY OF RANCHO CUCAMONGA .'1_:,::, -.._z.-.-_",_�� 1�-A­ TRANSITIONS, < ,.....­­ . -1 1,-11 I­ I �i �,Z,�,, ,��, --- - -- -�.-1.....-IRM 2: .1 - --�m X.,.... :: -g -?'�-.-- _� ��, - , 'j�51.lg -,m,,-, ... A ,� .g.m ,-, .., .; - , ...­,'..�, ,­3 1 .. m ." ....."."­.- 'X­.- - , I" .-P_t� 0- " � �11111 2 1 .1 . 11 ') - .�11 " .......I....,.".".,.,............,.".......��........�� ­11 . _� -�, - , %�, �­­1­1-1-1--l- �.O'-. " _1­1 ,1z � �,!�i,;� __ : � ."I . 11 t', 1�1 's .. � 9. ALL CURVILINEAR WALKS,CURBS, HEADER BOARDS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE LL � _­.____­..1"I ­..e'.1 I I .. ;: � , I � - k�­,;::. ... 11,;, �, - :; z: �J_�'�- �� �_­­',,L i"_" � I- *1' . " . '��,w I�, - I : , ,;, ­ _ ,1�,,, ,I I .� - " " " " ", _ "... , .1 q_1 , ___,7, 11 .. APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. ­ �11. n'I' ' W,r' - q�� ,? ��ol ­� CIVIC CENTER RENOVATION < .1 I`- 7 �'M.11 _'WW0&�?" , /If �.o .*�,., -,-. 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(,� T. a `: oY C»,p zni. h �':c ^J'`{ # f t = Z _,k 18 ' CENTER DR C28 16 17 ..: . CONSTRUCTION PLAN 2 Underground Service Alert _. ,S --'^--^�-'.. •,, ... .. _ ..., P, -, o,:.: .:<.e. :. :.a:..rN..4u. .<,:,:,::✓i..r.::�.i::::Fy+,:„,�<£�„w:�z�:�ir',:„;�:.:A.'. f .� v ': :,,:,..::I.w CIVIC Ili CE,NTE1`, 6J I,,... APPROVED DATE: 2 1 CITf / e II: TOLL FREE No. 67514 ENGINEER I I1 E FOR NOTES LEGENDS, SEE FEET L- .1 DESIGN {;✓// f AR ITE A DESIGN GROUP RECOMMENDED FOR C�h3TR�lTIC�I'� DETAILS, SEE FEET L®3. T L- " � ` ::." f GPD/JLP LANDSCAPE ARCHITECTURE I FOR CONSTRUCTION TF I TI SPECIFICATIONS,DTI I , SEE SHEET L- .1 0 10' 20' 40' 80, SITE PLANNING ll11 FORCORRESPONDING PLAN, SEE SHEET L-2.2 Dl��,°� N 10221-ATRAEDEMARKSTREET SKEET RANCH© CUCAMONGA, CA 91730 422-4133 FOR CORRESPONDING DRAINAGE ENLARGEMENT PLAN, SEE MEET L- .4 1� (909)484-2800 FAX: (909) 484-2802 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4.2 CONTACT PERSON:JOSIF PELAYO of TWO WORKING DAYS BEFORE YOU DICE FOR CORRESPONDING PLANTING PLAID, SEE SHEET L-5.2 NONNI= CHECKED RLA NO. 2834 DRAWING NO. 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RA� , I , - . ..­­­1.1-,..w..,.. ....... - ­<L��-� _�. ,�,�ivl�t . / W.,.�1.1�,�l,",�,��,.�I.".�,.�I.".�...........11'1-:m..�`� , . : I= i - ..., , �:i........f.==.-�j CONSTRUCTION PLAN 3 !--­_1 11-­_'. .- � I .A � r 11 :..... 41.0�; � _-___,N�­.......... " 11 �13.-_`_1111_ ­1%,-.1'', --i �.i­ -; �...�­­- - �." ,e . I I Underground Service Alert � .I_N��i�l.��'11: . I :­; - ., I .1 i: ]L_ ��,;Z�";,��.-�,�, .0., ,_,, `"� � " � r� . . - , �, IR11110: dr''._" ;;-1; L"­ 14�n - ____ . ".. CIVIC CENTER DR ,_ .� __=111-, PLAN U' ROSS REFERENCES...% I :,-%-­x-., *. APPROVED BY: DATE: oi­z-12s��iL4 '��*�,�­ , I �� ,�?,: . - I'— I I '7 ,�', : �i;ii��.--�'�,�.* � _1­, '* , , � 111--�,,��.--�"; I 1. -.14 1. �� ��111�11....0�:: ".- I � '* � , � 1-11111111,11 , , ­� : .; L "��­_,, : -� �� � __:­ ',�� , I.. -, � � : �', CITY z_____:__7 RCE No. 67514 ,1_i�', ......11::::0i$ '�, 11 .. ,r ENGINEER — I r , = � � ,. �/ - V- )-- - Call: TOLL FREE ': ,,� I ,ii '­�__ -'- �� : � - .. , : , FOR NOTES AND LEGENDS, SEE SHEET L-3.1 ��: :1.� ­­_..11� DESIGN RECOMMENDED FOR CONSTRUCTION DETAILS, SEE SHEETS L-3.6 TO L-3.8 I ARCHITERVA DESIGN GROUP GPD/JLP LANDSCAPE ARCHITECTURE PR � FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-6.1 - - 11 SITE PLANNING — 1 1 -800 0 1 O' 20' 40' 80, __-----' 10221-A TRADEMARK STREET M FOR CORRESPONDING DEMOLITION PLAN, SEE SHEET L-2.3 DRAWN RANCHO CUCAMONGA. CA 91730 SHEET 422-4133 FOR CORRESPONDING DRAINAGE ENLARGEMENT PLAN, SEE SHEET L-3.4 mpw (909)484-2800 FAX: (969)484-2802 L-3.3 or, 27 - FOR CORRESPONDING IRRIGATION PLAN, SEESHEETS L-4.3 - CONTACT PERSON:JOSIF PELAYO - TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5.3 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII RLA NO. 2834 DRAWING NTT.--- � SCALE: 1" = 20' JRC/JLP DATE 9/22/15 . JOB NO. 1338-C 2418-L 9L-------------"___1=__ F7 L_ PROJECT Sheet No. 0 j_ of ­27 � ., m' �Fu> 1.14 f. ws� _ y ==-a-7 ii � 1� �5 ° v w i hti ss GRADING NOTES s % �. :sue; z3 '°'>: * r = s ���s -7 N ��::�:::'��:777��,,, :;: C g ,f. v,N ....,.,,..,ntt., 00 �00 Y Y, ;s °`. :. ~....: _ ~,~_.m 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA GRADING CODE AND ANY SPECIAL a`s -. .__ goo � god r f �` REQUIREMENTS OF THE GRADING PERMIT M_ '____ r - ` �til �Qg ��'�✓ x: - ___ 1 �� 11� "• � "' � . ���` � � �:,.," �`� 2. SLOPES SHALL BE NO STEEPER THAN 2' HORIZONTAL TO 1' VERTICAL(2:1) AND SHALL HAVE NOT LESS THAN 90% :_ .o _ - -� ro __- - - - - - - v -. k -_ - `�- - _ _ - - -.,.emu 9 / � F ..�,. � � .. _.�........,.., �� 5 , - - - / o , M ti Y ' - ~ COMPACTION OUT TO THEIR FINISH SURFACES. I ��� GCS a N - .., � �o, 5 _"" �� J� - ---�o - -J�Y �`�--. Ya2 _ - _ _ ---°3' .:- �•^.. / J "�2 �j .y3 ?2, j, - o' _ _ o- ` I -- 0 5 n - �:� 3. ALL DRAIN LINES SHALL BE A MINIMUM 3"DIAMETER, AND HAVE A 1%MINIMUM FALL. DRAIN LINES SHALL BE INSTALLED --- Q °� �o I '` - "a ;p> , `r, � f ____.. WITH CLEAN-OUTS EVERY 100 FT. PER CODE. CORE CURBS 1 2"DIAMETER (_ g C_ �� „ }� " � .. .:. .. - __ / ER LARGER THAN PIPE O.D. OoC ,� - 111 ®q� 0°1o.MAX _1b�b 3 o tC� ��C \C� �2 �:> 0 �.. �� �� " ��: 3'? d oo'o,-. - -"c � oo o� F frY=, � :5 ti;: J ALL CATCH BASINS AND DRAINS SHALL BE A5 NOTED AND SET FLUSH WITH PROPOSED FINISH SURFACE OR PROPOSED V-____1.' �o �,� d_ ` ® FINISH GRADES,AND SHALL BE CLEANED OF ALL DEBRIS AT COMPLETION OF INSTALLATION. n -41 p4 ° �` ��€'° r �` ^j `f� f 5. DRAINLINE LAYOUT IS DIAGRAMMATIC. °°° �.aF.z �. f ✓ ; _ _ f . 3. a / /v " .. is=°``` s f �11," '77, �• M - i 6. CONTRACTOR SHALL COORDINATE DRAINLINE LOCATIONS SO AS NOT TO CONFLICT WITH TREE INSTALLATIONS, k c c ° a °`, f f .R : .. a L S L 7. ALL PAVED AREAS SHALL SLOPE AWAY FROM BUILDINGS AND STRUCTURES WITH A 1%MINIMUM FALL. PLANTED AREAS ° i Y - h '" 13 y' i y i z �' a }' � �� wY o`' X y. f SHALL HAVE A MINIMUM 2% FALL. EXISTING TREES NOTE: '` p ,>--� ~ �Cj �� 3 d L, ___-___._ _.______ ___...__- - ' w 5 ; z��� o.;; a I f 8. FINISH GRADE SHALL BE ONE. INCH BELOW FINISH SURFACE OF SIDEWALKS, CURBS, OR PAVED AREAS (UNLESS SHOWN EXISTING TREES TO REMAIN (TYP)SHOWN FOR �` �_9 'spa °°f'' , 'A z,:': _ OTHERWISE) REFERENCE. '' ' a L, _~_� .____.:...........:~.,__.: ,,__. ~ ,::., . ° 11 A �2 0/o ,., 4� , `� 9 DEPRESSIONS AND ALL OBJECTS THAT MAY BE A !, : FINISH SH GRADE SHALL HAVE A UNIFORM SURFACE, FREE FROM ALL ti '°`' bt 1 ,, HINDRANCE TO CONSTRUCTION, CANTING OR MAINTENANCE OPERATIONS. FI I P i 1. ll".` ;� � � .} 10. ALL AREAS ARE TO BE FREE OF ROCK,DEBRIS, ETC, ALL EXISTING VEGETATIVE GROWTH OF WEEDS SHALL BE gfi ;a / i o�� - REMOVED. V, � �� . a '' " 11. INSTALL ALL STEPS WITH A MINIMUM 1%WASH. CONTRACTOR MAY SLOPE PAVING AWAY FROM TOP AND BOTTOM I 9 H RISERS AS NECESSARY AT MAXIMUM 3 , MINIMUM 1% FALL. % oo� t�h 't' ; 12. DIRT AND DEBRIS TRACKED ONTO EXISTING STREETS SHALL BE REMOVED FROM STREETS ON DAILY BASIS AND AT W"' �" �' ` } a COMPLETION OF CONSTRUCTION. "A �' 1, '�:. ; It, f o L v t o`` o'� t°°_ i ' l�G o � " """".'-,�l*","�;,-.-,�",---",-.�'------- � 11 � ­__.�:' � � �!°_ °°°°_°°° PROPOSED GRADE BREAK ..:xa . t, - 1��� ' %" ,�> �z ,.,s�' . ��, - - PROPOSED FLOW LINE - a `'g � go, N. FLOW DIRECTION/SLOPE DIRECTION wl PERCENTAGE 5° of E /, f 5, / f r 'ZS "_ °°_°°°=°a`°°°°°° L g E � .°°°a`-- _ _..___.._ k :,. ,_ 0 EXISTING GRADES PER ENGINEERS PLANS 1` 72.95 FS , , � .-w p.°°°°o°°°°o', �' 5 3 � �� 70.31 FS _.__.. L ------o PROPOSED FINISH GRADES t° ° 4 g %s x / ' o. .® � ;5 0�' V -- EXISTING ROUGH GRADED CONTOUR LINE 4'`" ov ', L y, 11 i ' ° * ' - �� PROPOSED FINE GRADED CONTOUR LINE ® . 1 �. EXISTING TOP OF DRAINAGE GRATE t�1. w r a, I I 70.31 TG �� ��5 � 01 ?' 4 Ate_ (�oc'G' "o�°'� k J -, is _ � _ 41"I �� ' ' ..,M 11 I ­1 1 @ _. � r ' 5 �5 f �V - 5 - " 1___' p�OTC\ U " / : i I�__'C5 - ______"­_________'_____'� M.. ' -I, I ._....... .�,...... If - ]-'.' I. " "'." -,,,-" "I. .11 .. "'' /\�� .' _"" . 1 I � I _\01' I .1pr""';" '�' ;. z i ; . � �I , _____ - °a € . - '_ " - M^v I .w_11 �SF' ' ,-,"I" -"- ____�' ... "',* 1 ­'� ....5.....� ,,, , . . :, ?"p ,. ". '..� s -1 , � . I" . I �. . s �� h c�©�� ' "' _­ - - ---,,, .9 5 ""'w - pJ' / ry .,. .,:,. N A, h I. T ��. �� 'CO � t cry . u ';. �� ,1. Q � '- � ��. '� t '� � F r 'J ��OO v I R, o: I ,' k. .m .za. a <f .-.. :. by t . a �" „ f ` x� ., eJ A1} - 5 r ~, ---2. r : �. A.D. AREA DRAIN O.C. ON CENTER Fr' 5/ ' ,, r ,,..2.-.,- -���� o•., � �, � :. �. `. � ,-� :.: � -°"�� B.S. BOTTOM OF STEP P.A. PL ANTING AREA ;: �' �.: �: ., .u,a,� ,..~,~ ..~.^_ ...~ ,.: 'o s. t , :,: - . .:. �, �. . . � � <�:, `� B.W. BACK OF WALK R. RADIUS 'rg ��, R LENS r< C.C, CENTS 5.0. SQUARE� 9t' i \: R r `: l:. k T 5 ��....: ;b E.J. EXPANSION JOIN T.C. TOP OF CUR B a . ' �: � � EQUAL T.G. E.Q. TOP OF . . , 1­1 / / Q GRATE/CATCH BASIN / -'� x: \ : ... l 1. ,... . _ 4 F.F. FINISH FLOOR ELEVATION T.G.R. TOP OF GUARDRAIL/I / 4 A LI HANDRAIL ; ; G3 .D 5 ` w GRADE r: % 3 0 ,. 1 o .: �' F. FINISHED A � ; � , . : : : .. _. .�_,� �. '� F.G. T.F. TOP OF FENCE / 5ca_ ti, O x ... ; . Y o �J . ; . . , : ,-. .: . . 9 ,-. °` F L FLOW LINE T.O.C. TOP 0 PING „ � r . , 5 .. ':< ., �:, 3.� 11 C! `< ,� FINISHED SURFACE F.S.�� T.O.F. T� � �. �rOP OF FOOTING 5 h f `t �,. `!..�a° s, v t ... / L 0 ?-„ _ �..,. .....: r G.B. GRADE BREAK T.P. TOP OF PILASTER ; „ u ~ o w ^r 1 � .� '�v i <. .x: \. L =ti ~ / , .1-,..,.. .. , ..... h 2 .. i e� ((�� ('., -1 I '/� H P HIGH POINT T.S. TOP OF <,, STEP / /, t-., - p . u .. :. _<..✓:�,. H.P.S. HIGH POINT IN SWALE T.W. TOP OF.,� o-., r 1> WALL a .d' �` - % < d .. .... .. .. r .. _ „:; � ., �- ' NV. INVERT TY I P. TYPICAL > s 4 u:�t : a , Fo F, �.. r N.I.C. NOT IN CONTRACT ;: -. L 'E d' � f� Y -� �. � ` a \ j.. , .. .: ',. -:`H .:.r,, ,.:<-t.. +.fir` .. - ---r�. .z. r x.. -:. h ...... : i:' /• �. G �: M s , y 1' , " "/ _s 2., TEMPORARY DATUM s/ r � . �. 7 cS '� aS5 r g , r - . ... L.. o. b �.. _f, o / ', S M 4i 1 : �' `� F.F.E. 100.00' BUILDING ENTRY 5 @ m1.i , :: n. ,i ii / A / : .. : / . i i :: f 0 ,: : : E: :/ /, : s F >> . �� r;/ J'" a '� ;. L ,' r:' 0 P r . ;' i . �. - - -- >' .,. � / ....- --. . ,. / II --' .:C� -,; /3 /s : :,:. ti: . . ,: 11� �. x a k [[ . : r :. �. .. c.d / ' EXISTING ELEVATION NOTE: , , �r fi ISr a_ �., ' , \ E < .,....Y+......... :...1. .....-.., ...�... / . �.,; :.-. ,3 CONTRACTOR SHALL VERIFY EXISTING/ :. / CONTR C STING ELEVATIONS SHOWN ON a > �, �. , Y s: . v / u. .. .., x L m.,�. f� ' s: . ,.:..,.._ , r HARDSCAPE OR p-Cfi .,„H .,_ w _ 5 . f . , r. _ , - F / . " . P /, MASONRY ELEMENTS. HIS INCLUDES BUILDING FINISH FC00 P 1 R/ D,C o (�, 11 . "3 ,. � ,. .' .,... .. . hF: ... !::'4°z„,F ::: S. y 'ai ,..w�.l� yli.f,: : � .. ae' :... � �� 0 ,. , , q, ^a v .,__ <.,. , . . :� .:. <� _ SIDEWALK AND CURB ELEVATIONS. ANY DISCREPANCIES SHALL BE r z > C) g : 2 '/:, BROUGHT TO THE ATTENTION OF THE LANDSCAPE CH ' AR ITECT _., i, �_� ~x h, \�\ , I �..... � Y { .: ,. .. ': , , , f :,. ^_. `t :... ,_.. 3Y :'3: _�„,. -... ..-:x, :,h3-,. �;` is �Cl -:,, . , �` �)I ';�� ,,, IMMEDIATELY `L �Y tr .,> N. :' .r �> o �, r.: _... r, _ aJ :., :. . ,...' - . r. _. a:' . ..Vk- �J ._ r.. ..3 s ., >. -.-:, 6se .. . . ; .r , . 11 '�. t a M E a , , : '� at a , 1� I 1, .. .. n "'.4 r , �. -\„., .y;. .. :.>... .r�... a .. ...uw.,.,:.�.,-,. GJ .. : `C ,- '.,r .,�:_ •r , -. /-: / Re ewal Date -.4A ✓ �--- -�. ,-.,, .---- '�' ,��' ) PAVER NOTE: ' ^ r.. ,....... ... ,. c. „.. :,,..:, s.,..t_,.... _. , ... ... r.'e. �{� i -,Y .. y) .. .. ...... .:i : h _.." ,; { . ._ r., ., ,:... :,.:°, ,'' ALL CONCRETE PAVERS SHALL BE SET FLUSH WITH ADJACENT P f 1. ,.. .. PAVING ..1: .r .f ,..Y"f" 1ti.: V" \. N ,, .. g f„,;.. Date : ,., �� ,, ".; :. .:�., n � ,�: :,,�, - :,., ��, �_. '� �.. ,ram; ,'/, �.`� e� --, : ; : , , r. -.,'.. . R CONCRETE BAND TYPICAL. ...... . OR PERIMETER ICAL. a 5 .�. r,� ✓�/ �J , _ 5. � o I .:u> r T - , ,.,, , . � �; O t r , .:' n > : _ `. . > .m. f .: / '. r-H r t . ., ! em x" ;zrx'. > > i ', ,f : A ....: ,,, .,..:,+ N cd .J'"`.Y•r. .� fY L V IN k-Q , n _... ,. . 1 ' z ~ s '�$i h. c� rJ �C cj �J p� ,' ty; ; i i 'sue ��" / �Q7� �(�� ..: :. 9 9 4 , 1� �, a Y 1 ` I � g � r ,. .. , f i ",ww,. � � �� � t, j a �' „u ,,,; mow; 1 , ., o 4 i f', j p?~ e f., a u�.axaxJs :;, ... .. W .r- i... 4 k 2' if ,� ;x z h,, t'b ] I I I :::: ;; . . .. : ;: , ,: p : t ,: z r ^, s '.>`: i sx DESCRIPTION DATE . : � au '�. �,� f ' � I CITY OF RANCHO CUCAMONGA �` 1 :: I I1 11 .- �� � - """ � � - � ,xuawvxv •xorzxx RENOVATION NE CORNER HAVEN AVE & CIVIC CENTER DR ARGEMENT PLAN B I APPROVED s T Cali: TOLL E CITY 7 �-. � RCE . 7514 1.11 DESIGN i HIT A DESIGNGROUPRECOMMENDED GPD/JLP LANDSCAPE ARCF-IITECTURE 09 SITE rrNG v v o 10221-A TRADEMARK STREET �I FOR NOTES ;� LEGENDS, THIS SHEET U 5 10 20 4t� DRAWN RANCH© cUCAMONGA, CA 91730 �t-���T FOR CORRESPONDING DEMOLITION PLAN, SEE SHEET L-2.4- RCS (909) 484-2800 FAX: (909) 484-2802 CONTACT PERSON:JOSIF PELAYO 0I FOR RREPI�I1li� CONSTRUCTION PLAN , SEE SHEET L- ,S � 2�34 - FOR CORRESPONDING P DIN IRRIGATION PLAID, SEE SHEET L-4. � �c � RANNO. DRAWING NO. -27 TWO VV®RkGli�{ BEFORE � I FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5.4SCALE: 1" p 1 O' JRC/J P DA'rE 9/22/15 JOB NO. L338-CC 241 E-I PROJECT Sheet No. 1 I - �� %*0 W, ft-".� 1�fl_-� I -01 � ", _____1. � 1� _......... � 41� . e - e_�� 914. 4'-5" � 3'-10 1 ,I - r- - _,� �Lu , ­ '1w i L _,�_, - __ _4 W-11 Lu � , " - - - ­ -� .......?.ffii��-­5­, I 1-11 I _1 ­_,,,�� : -�,-�,�, ._,�,L_ _ u " 1-11."', IF"', " ONSTRUCTION LEGEND (This sheet only) . 17�� �/ 1� , ". IM; 1____1 �7�,,.,­-­`1' 11-­__ , - - , " ��, I 1 L���' 1�1-1%����%,, ,w�- ­Tv, 2 "' '.".->1111"' v4' `% "*",--- `­­ � � : � , ,� CONSTRUCTION NOTES / ,_ � '�R��­� 3T-0, . , _ i j, 5,_ - � PA ,,�, ", ,.� If . ,_ - � I p , - ,,�,_ - � -.--,-. P; "I : :� _�� �� ,�1 �� � `> -,- � _�P::�'11,1,i,,� ­­­­ ­ . � - ____ "___ -_.--- ",_ . � -­ : ,�: �.� -_-I�_-­'11- INSTALL 4"THICK CONCRETE PAVING, NATURAL COLOR w/MEDIUM BROOM FINISH TO MATCH ADJACENT EXISTING I p ­ �-I �-: . ',��- `�$ , , �,�., ,� I .. :: , � � : _: �- - __ - � I V,. , , 7 : ��]] -1.1 � ­ ­_­� Q) �_ - ,_�.� If _ " -:: --\ I , - ____,-� � . .. '-6' 1 gro" ., ,.�* %, Ilk... -,�-1,�."-�-",.�;_,,..--,f.,,,.,'-..�,��:�� -_ . CONCRETE.SEE DETAIL A, SHEET L-3.6. 1, CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT 13 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES / I*i-.-,j _�- � , - z :�_ ­­1 .1----------- 11 1'1-___' =:__,__-,1',i1!"4� ___7711__,,�� k _..111_111_1_1.___.1_ I __ , , , "%% EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE m -- -- _ -1, 11 gt�'­­ t- _�_ , . � - � I- 1, . 1� , . -1 � " �k',,111'I.- V �,­�, _, --- �', ' -I , ." � , I, I _-, 11.1 '_1 I � I % .�. " "i�, L? �I;1`�'[ --- ,-1. % _z f CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. i�_ � .' ' -:� .- -� . % I . I , �',,,e�-,, �", OMITTED. . -- I -- �� 34 :, �, �_/ � - I., ', I—. ,,""'",-, 4 , (�) I � I - I� � �­: :- �-1­11_1-____z I - . ,o 4-.,, PA . 1 4 -6" �'A �., , ­ � �� � ,�,� , , - ­_ -______ ­�­_­ I I - �37� '�.� 1 2' ." I ; .1 ­._ , ,�" ­­ � �_, -0: - ." X11 , __ . . - �.�7 ""'. ,. ­­-� , ­ � I � . - ­ , _ � � �- ­ ­.. ---r-- --,,- � " ,/ 1, I -­-_-_._- 1:0/ . 2, ALL FORMS AND ALIGNMENTS OF PAVING,WALL/FENCE LAYOUT,AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE � � _� - -:1 :_ - -_ _ - .:, - - - � � I "­ f.� -�", F I - , , INSTALL MORTARED COBBLE PAVING.SEE DETAIL H,SHEET L-3.6. '. �� ,� .11 : I � 7�f � . - � . ,-,--- ", �., - / I _1 - I . , -­­.: ,----,,,,- ff / � , "I , 0) - I . .11. , , I-- I., . �: . . , - : -11 . . - � � - � , --- � 11: _11 _<�� 7!;����____...­1.­.­­­... I I : - � - ��_:: �_:� '1-,__,._.. ��___. I e I ...... .."� �, , � I ­11 PRIOR TO POURING CONCRETE (GIVE A MINIMUM OF 48 HOURS NOTICE). 1�_ � I - - : �_ - - � :_:: :���::-t I .. ., ___ � 11 I �1�1 �� I I .::., �. - � - - , - - � ­ , I � .� � . . . . . - I . � -, __ I _ ", , - � � , ,, : �, � W." , � . , :57? : � �_ 01- - . � . � I I _ 1 � --_ . - , N " 13: (4) INSTALL LOOSE COBBLE PAVING AT FLOWLINE OF COBBLE PAVING. SEE DETAIL J,SHEET L-3,6. - - � 1�1 - I '. _:1,:-:::.-:: ) '_� ��, , :1, , .� _: - - - - ' - - - -� � �,I- .,�,7 _ / ". , - - ­_ - - -T-11 I . , I I , -- , � I , � - '�__ . I :1* -_ �. -_ I � I . I - I .I� I. . _��3 - -: I ���� . I� , :�� � : , -",- I /I I , , - \----/ 1 . ­I � � I�I ­: - 32 PA `� � - � �- � : :� �_ ::. \ . "k. 1 If>� - 7 - ­ ­­ 3. FOR SITE GRADING. SEE CIVIL ENGINEERS GRADING PLAN. ,1 , - 77 1 �� �, - -� � ,i.', , � !z I , 1?1w ,-,-.'w"', 0 1 1 - � � - - - I I � � I ..I- -- -�� , - - - I � _� , 1�i�� I - I � I I � . � . _ �� L.L . , _V � I . . : � , " � I . i . I , 1­_­_­­­....11.1.......1.111­­ -11 "I, � :.,: - � 10 � , ., I . �� ..". I -, I PROVIDE AND INSTALL BELGARD INTERLOCKING PAVERS IN HERRINGBONE PATTERN w/ 16"WIDE DOUBLE HEADER I - , . I ; r ... 1.11 , , - -� � � __- , *,ffi ­�­­-.2.,22-2, .­ -, COURSE PERIMETER BAND. PAVERS SHALL BE 60mm'HOLLAND'SIZE w/75%'VALENCIA'AND 25%'SEDONA'.APPLY CLEAR - -1 -- n-, - ,,,, � " 12 I'll I I"I'll I-,­­­­­," 1:00�,:" ­ � I - ��11 �- � � � .." s_ I � � _:00 .W. . , ____ ­::,:;;:x:-­ , (5) � � ,2 � - - - . � 0 0 � � . _­.�e= .; ­­­­...�. .. .........­:�e�, _ � - , - �,I I - - I : -: 4, �__.�, , I I � - I ­ -------------____---_-­--,----------- ___ - I I , , � ��.�_, , , �� �� . �� � - �_ - - 39 , _3 � �, _ _ - - r- ____ -- : � I � 1% ____-_-__4� : I I I : 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE ___ , � . , - � , . � X - . , :_��, - "�,_ ,-1 � _`11, . , ��i . -, 1 -3.6. - � . ­ , �: �. , � � : , : I I I . _ � .. ��� -_ , . . , ; 11 , : � SEALANT, SET ON 6" MIN.THICK CLASS 2 AGGREGATE BASE MATERIAL, SEE DETAIL C, SHEET L I � _�. ­11,11 I 111- -----.-----.---------.7---------------------- ­­_1 RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. I �) �:� - I I � �� � �A,_��,� � � �­ � _171 V., 7'�, .�_: 1, .,:,. . � �---- - - ; . . I I �1 � -�, - I , - .? I ; :.0. ­ : , , , �� __� __-� - . � � . �I � I I ': �.I �- � ":; , � -- �� ­- - � ­­� � ,! 1��,�-.­.,-, .. �� -��. � : - � I - �- - . , : . - I . - _V� 11 � - ,;ix� # _rq � -� -- - � � ­ � � _. I . " , I ., � I .1 I - 11 . � - .. � % � I., � , PA � I � I . � � I � , � � . '' � -� ^1 PA - , � � . I PROVIDE AND INSTALL 60mm PAVER BAND AT TREE WELLS. PAVERS SHALL BE BELGARD'HOLLAND'LAID IN RUNNING BOND - I ­_ �� � .1� 11 .. �� I -�, . � - . - - -I- --- � -, . � :: (6 I- I - I . . I � �- �� - I - . , , �� 11 - , �� � _", � - - - - - _� m. I :: .1�'...,.��--.,-""---",--�.�.�..,.".,�.1-1�.�.�.� I . - I . - � ­ 1� 1�1_ �, � ii - - 7 (611i ; 1� �'g � '1� I :: PATTERN, 75% 'VALE NCIA'AND 25% 'SEDONA'.APPLY CLEAR SEALANT. SEE DETAIL D, SHEET L-3.6. �---: I " " - ­ >_ I I I- 11 � . � '. . .___-� _­ 019.- 11_.,�.� �, , \ /1 -8' , 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOC , � .- 3 _ 1, ". %. . r" I I "-',.,. (�) , � I ,;: ATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS, i -� '-'-'-' ` '. ,� , , I. 11 S, - .vO 14'�V 6' ; I I , I � - I_..-_%� . -1 'It' , 1:: I k� � � .,,;,, - - . . I-..-.-.-.-. ,�___;-17- -:_� .. 40 % "I " ,_ .1, -, �� I �W I " ­ � . -i I I / c�, ------11_1v_,W�- �,�: = " _...- .., - - , 1_-�_ � - _,� , - _�_�, ' I C�l PROVIDE AND INSTALL SINGLE ROW 60mm PAVER HEADER BAND. PAVERS SHALL BE BELGARD 'HOLLAND',75%'VALENCIA' , �� -1- __" 0`11 i. . % ,PA ­ , �', 1_�,, ,, ,- �_, I I ..... - 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. � .'. , , _m m __ I 11 4��_� __ - 0 1�1, 11 11_11__�____1:___------___.____� C�) . , , "! ". I :� , - \ ............-, I �......... ..... V.-:%-:-:%,�--i, %- _;&,,� ; I 1. ...�........ �: AND 25% 'SEDONA'.APPLY CLEAR SEALANT, SEE DETAIL D,SHEET L-3.6. � , - �� ­­ ... -:,�,:::::- : I ::� -,,,- -, ---,­---,­­ � 1_____,5 � ­ � ------i-!j---(�) ----------- ___� __­ , 6 : �. i ' .. " _`..,;�. I � � � , i� MPACT THE SU ," - tl �. I .� I" - I � 1:� � � � i � � � � . -_ I PA I" , __1,�_,_o;.,. �.­� *, �. %, - I _ A , 7 , B-GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. ., cl_�_ - I � ��`­�����, I , � , % .�.�...�, I _1� �', I - .,,-,, �_ � .1 ,,,, , ,i � H , , , , PROVIDE AND INSTALL 3"THICK LOOSE DECOMPOSED GRANITE MULCH AT VINEYARD PLANTING AREA.WATER IN, DO NOT 46 %, I -_ ­_ .01 -, k�� � I `--"' (�) 7. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY CO _­­�­ �---.--�.­�--.�j � 1--e. -I--- � 0­1 �I I—:, C � ­­ ­ .. � , I j I �� �� - I d � : I L.L.I_­-*.'_-,_�1i " �1, -- 1� " ", '�, -�� I�-,,,, :­I� . - --1 , ILU....�.... COMPACT. COLOR TO BEDESERT GOLD'AVAILABLE FROM SOUTHWEST BOULDER. SEE DETAIL E, SHEET L-3.6, - _�9� �?� 11. �11 �...1_1_1.' , I 1 ! I 36 '71 �::� -,- - ., - !I CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH CURVES.AVOID ABRUPT CHANGES AND SHARP TRANSITIONS. :�. I I "Q.'.'. - '� ,_ " I : 8 1, �.... ,� �� """"" . �....... I 11 ' I !�__��, I I `��.......��-­ - - , PA 1 V , �, 8, : , , .4 1, rl.'10, ", COORDINATE w/IRRIGATION AND PLANTING, -__1 , ,� I,, ­'.1,. 0 - I i f i f i i i i � C z .­ 1�_ I- � � - ,: I ii 11" - "O: . -.11"I � I � - � , . �� , � . ,. � � I �� � 11 ,"..-% % , k., , , :� , �, � .� I � '% ____ , __ " �,__� I . 31� � � , ,,, , ,� _�....� ,_+, .11_I "" ; , L�-�__� - , �__�. ��­O I � _�'., � _ . .1 - . � z e , I I ; _,��:--:- -7 � '�� i� I . 13 A�,-2 , I I, 11 -, 1 I z I k t � I � !, zct . :-:%-:- - ." , ?;, ,1p C? L7--- ­-i , % � %, - --Q,�'A-, k11- ,�` 18� � P - � , ; � . :,t -1 � � � I I I , � � ­ I I- ­ - - I 1, . . . I , �, � � . - ­_­_,�,_ - , , g. - � ��, ___-­.-=.-­­��---- 11 LLLLLj AVAILABLE FROM SOUTHWEST BOULDER,TEL., 877-792-7625. SEE DETAIL E,SHEET L-3.6. . R�,4;9 , PROVIDE AND INSTALL 3"THICK COMPACTED AND STABILIZED DECOMPOSED GRANITE PAVING. DESERT GOLD'D.G. 9. ALL CURVILINEAR WALKS,CURBS AND HEADER BOARDS, SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS SHALL BE INSPECTED AND 1 44 1.1:.1:.l." *, I I -�,-, "I - .+ �' k, �� � ! � -_ - , -A ,r-� (�) � -, ., �,a� ,/,-... : I ___________ � I - _�=_'� I- ,-',..T� - ,�,, .. 3 I , APPROVED PRIOR TO POURING CONCRETE. �-.-.-:.-:�-. -. -.-, I ,�. ,N18 1 ��­,4,,­,, __ 2-�`, " _T_;�,�� ,� 11" �, m , ,tltm�,- .-, %,"­,'�,�,��?4 _', I" -I � -�:%.�-'.-'.�e'.�,'�.......- ,,,, , �Ky �I � I ZD .. V� . ._,� � . ­V­­ , PA � _�, �-- %,. - ____� ,_________ I cli I - . � . ." __ ��� - I t.��:.- , . ..;,� _�W ,V. 1,1_1.11,511*�"Nl ,I F m _-`�, ,`�W,��t _R I - . --I--_--------- I CONSTRUCT 15"WIDE STEPS AND 6"RISER.SEE DETAIL D,SHEET L3.8, - � - - ".. __ � � :­;�,, ., -1 ­1 I - - - �. ". ` - � ..% � ----------, - �.. � . ��. ." ­­_ v. ': -�,,�. ii�, I �0) �� . , 11011, ,_0-% � �" " :... ......�.. i I �, �,I______1 e - " q ..� 1, ... :� i,-Y--�, � ­ 1�I � - ", . 1 ��6 1 �_* _;�,��._�� I I� ­ ,I:. - � ":_�, . . . I I M_* 1, _1 ,.-,.-%-,.-'1. , , � , :: , .I, . . _�,�'�,� - � : �r -­ , .11, _-��x -I - ,,, : CONSTRUCT RAISED WALL ADJACENT TO STEPS.SEE DETAIL F.SHEET L3.8. . � . . . t� 4. 3 .. -1 _1_1i�,;y ��i�_�,��­'_�', �11�* ."', 'eo� (�) , � , � 4.YI � �_ "I'll-- " .�.....,.�� , % �, ______ : <,�I �� / - . � - � .. I .1 . . ,_��i�ll`�_A_ I I� _�q_ G% E N D P'A'tvl I N u"% S CHE DUL E ­ . . i , % I I , " .1 " .1 11 - - INTERPRETIVE SIGN LEO I ��_-_-_ - - - �­ a ---! <1� � _� - �' _ �: - � , , � I �­A*11 I � .. ,,o - 1. ,�,:: --------­­­�_ 1 02 . PROVIDE AND INSTALL HANDRAIL, SEE DETA L E HEET L3. . 1, � �011 % . �­��­..,__� "�-,��,���,-,','��"",f,f,��.�,�.;:.��,��'�--lI . . : - '.. r, � "j...,,,­ , I - , ,'�..� 131, "; I is 8 `., , �`��-­ '� I , , , &i�, ,�%]�' ", , ­0 I 'I..�'�%'-,.'-,. 'S I ,,���,�L�7�_ �10�i-'Rll_ - � , - '... :. I . a�s,,.� -M , �� , �": = CITY OF RANCH CUCAMONGA HISTORICAL TIMELINE-NORTH SIDE OF PLAZA � , �. %_.-Y, 6"TO 8"ROUND SMOOTH MORTARED COBBLE PAVING I � --, -A - 1�� , _41 :;',�i _�qlp ,: - � � -_��­ ,, ,�: `� � * . --_ ­ "i ,,,.,- � ��. C? ':%,%,..,-, k I I � , EfD ; �k, , � � _ :­ : - k : I�,�_, K ; I __ I --,--- 1�_ m 0 -1", /­,.--� ,� 1 26-2" ,1�11L I, .�,Q.-�,2. �;­,�'?, 1�1� _�,_ u I-- __ I v: PROVIDE AND INSTALL PRECAST CONCRETE'CITY INCORPORATION DATENUMBERS AT MAIN ENTRY.SEE DETAIL F, ��. , ­ I- - . "I )f-11 7 c� ?�' ,,�,�,R",.r�;� , I , ,�...M��,,x�, � -3.9 PER CONSTRUCTION LEGEND NOTE#3 , :1, % , Lo .-------:.---- � " I " A,2:,�­;'��` � SEE DETAIL A,SHEET L � ,%�%' .-�'-,.%,.�, , �. I � ,- I ­1 11 'i � �: (�D SHEET L-3.T " . , .11 , - "I '..�... , t '� ;,. I �' `�' -j -�'��."�.��­- "`-_ � I/ ,- ­­ ____1­...­­-1--l- ,�� ��_ . �'.%' I ,�-;"�, -i, ,.'* . _111.­ , I ­_'­_­,_. ,,e� ��x�,6�' . 11 � t - " I __. 115�1 ­ - � . � .� . I­­­_- . I 11 I ��,,o;i.`.&- 1, lull ' PA 1. WINERY/VINEYARD HERITAGE-SOUTH SIDE OF PLAZA 6"TO 8"ROUND SMOOTH COBBLE PAVING SET IN 2" SAND ')i;;;_1 � . � . -- I :1-111�,,-­, -� : . - - - I '-�,�, ,�.;,'�,��gn,p�. ::: a N,� - ­ I I,,I I I 1-l".. - __ _ / :�: , � I C1 4� PROVIDE AND INSTALL 2'x USIZE DECORATIVE PRECAST CONCRETE PANEL w/RECESSED INLAY TEXT.SEE DETAIL F, . . . -,_11, ­­ ..", . _� _­-1. � I �:­,',"��,���: __11�Ne`�11 11-�.O��i,�,_ , .._.1 �. " 1, _,--�j� ..... I � ,., ���`�.�j��]: _1w__ �: SEE DETAIL 13,SHEET L-3.9 = BASE. PER CONSTRUCTION LEGEND NOTE#4 � u) � ,,,,, " �11'11 .;,_ "..'N', ,1:1: % , ::_.;,,_.,.,.�,:,� '. ��� co - , ,, ""_ : . , � :::,�, ._ PA - SHEET L-3.6. "' � I - .� . ,- ., -�-1 ".�-4��, ii.i;g!".�i,­0 i ­ -_'_��25 � I PA It%... . .1--l-11 '_­­ �-` 11 I - � .�,:�,:�,:�%,I % ���t�1-4��`, '9' � . . - �� - 22 - ... .-- , . '12�1,��.d � /Y 80mm'HOLLAND'BELGARD PAVER FIELD.PER �k_ �. ­1 A -,�',, I I I ... � -, '� I 1� � V-):1: : ,­1 I 1'-,3"R , ,__ � .�': \ � � .��..�� -- ­ � `� �;:`,Ill-- DEMONSTRATION GARDEN INTERPRETIVE SIGN . , � , 1. ­ ,1'11'1��­,��,��1,11� I __/ -- I " = 1 -3.9 CONSTRUCTION LEGEND NOTE#5 ' '.­­­­�� �_�' I I - "I ­ � , I ______11)-- 1._­_­_.1_­­ E _____ ., 0 SEE DETAIL C,SHEET L 8 -, �­_ . % " ,,"�, - .. REF. 1 105 INSTALL CITY GRAPE LOGO ON PARKING LOT PAVING.AVAILABLE FROM ENNIS-FLINT. PROVIDE SHOP DRAWINGS FOR CITY '"'" , ,, � I ��11 APPROVAL PRIOR TO CONSTRUCTION.INSTALL PER MANUFACTURER'S RECOMMENDATION. SEE DETAIL C,SHEET L-3.8. , . � , I , ..� PHASE 6 � '( I I ,... I , : : �n�, - -, � J_ - - _�=�,__ .11 P ___� :....j - � 1�.��, ,�,�"`­ : ." �,� , " 1�i, - t__ ,:-.--:-.--:::::::.: tH� 1 1­1 -.01 ' 'I " �_­ - ­, ?�� . ?"O' ' I , -� 1k, i". �. _a DEMONSTRATION GARDEN INTERPRETIVE SIGN 60mm'HOLLANO'BELGARD PAVER TREE WELL BAND. ._..� %�N,­�­. - . ...­..� , A .: Z,A . 11 ,­.- ,­­1.11, LINE I � , I - I -­M,I;,�,�,' @ I �-��, ,� ------, __ ' 1_1�: e'� (1� PROVIDE AND INSTALL ROUND SMOOTH GRANITE LANDSCAPE BOULDERS. SEE DETAIL 1,SHEET L-3.6. SIZES: . . �'. "I 4F`ill�,`i �" I � -11" -7 _1C�: SEE DETAIL D,SHEET L-3.9 PER CONSTRUCTION LEGEND NOTE#6 ..:-:-:-:-�-:-:-:�-, . IZD q�i , .1, 2' � 4' L 13'-T �: Ck-") A-24"TO 33" � ,, %, - �. I -1 ­,_,­4� - __ , ­ � . i " I � z <_0 L� fill \ I I ­ I I w � ""­�� I ", 1 _x i ��­ : B:33"TO 42" d. ...%%,�%%%.�.� ,, , - _.-I-It A " I. I VINE VARIETAL SIGNS , � . I __ ,?� ­ "", I I � - . � , ,,_.,�, �� a<;�_,_______ --------.- ---I:----___ - I � "� ­­ : z I 1. ...�.... . . �, ­ �,a � ­ A_j ,/ , �. 0 1 'L __ ---1 I 11 .1 ­­'. 1 : U,'0" ,i = C:42"TO 52" MURURFItriffnij � - I I- ­ .-.--­7-9"R ­1 11.1 18 I i -7 D: 52"TO 60" - - - - �" .."-- � , . ::\- : � c: SEE DETAIL A,SHEET L-3.8 60nim'HOLLAND'BELGARD PAVER BAND TO MATCH EXISTING. � . . . . . ..6 ­_',---,___I- I � : I ..._..._4.;,�'­ � 11 ! _ _ rr . ;�t "�,4��. _­­ ­ . - .� , ,� '. : ;�, :�::: PER CONSTRUCTION LEGEND NOTE#7 �%'­%,.%,.,.�" '. � , C ­ �: � _­ I I � �, :. '_ ,� ���- :�::: -i .�. �, . . -A ,- , _.11 _­ I D I.. - _-.1, -_ TYP OF 5) 20 . -�.�._. , - � � � PA I 111"Im: � 19 (1 7� INSTALL 1/8"x 5 1/2"ALUMINUM HEADER,MODEL CURV-RITE 300 SERIES. COLOR SHALL BE'DECO-BRONZE'. AVAILABLE REPAIR NOTE . ..- � . �k , � � -- I _.;1 ,.� ­:... -1 � I :�I : �.I.. I�, ­1 ___ , . , ---- I ,.// �­, I z ----- _�?���.......I- - I ...�",� .� ------------- ...­...., �i � � I --- , :�:�� I 'I., ­_/ -RITE EDGING,TEL., 800-366-2878. SEE DETAIL E, SHEET L-3.6. t.� � � � I � I , ,I, I ,:-,��t,. , - I -- ,,, FROM CURV . . , �,­�� � I ,,�� -, , , � - I ". . � , �.;x;,,,-.�,, �t4 I ,� � �­ .. �� , = , �� ...Imi��...��,� ­­ ..I I , , ., i�i * , 1. CONTRACTOR TO CLEAN AND POWER WASH ALL EXISTING PAVING TO REMAIN. STABILIZED AND COMPACTED DECOMPOSED GRANITE. %.. , , , --o.'r �� .1 ,,;,�.1�7_u N:i� I� ��_, A I, , , * � ��I��. ; , 9" _-3­".,_ I I � )_�- � �..i 111 1%%.:�..-...%.. I � -----�-A 36 - 11��..... 11.0,�0,�e.;, ­1 I - --- CONSTRUCT 6"WIDE CONCRETE CURB. SEE DETAIL G,SHEET L-3.6. �� � ;� _ .1 I �Iq �xx 111. ,�� - , ..,:_;I­��'jp,),��,.,,�., ,,, = �� I COLORDESERT GOLD'AVAILABLE FROM SOUTHWEST BOULDER � - � - . ., � I ,,.,�., '", �-m, -1 01 , ­­ -.14, , .. ___- 307 ; . � . . . � � - ­1.. �,',-- �,��-, ,1 1. , C? 1�--- 111�- � , , �,. ,':" I ,, `� 'I'"""- :-..,., t, -7, � ). , ... 111­,,��,. PA I . . . , % I 1�011 11 17 I I �,���,il­& �.. _�,- :�_ PROVIDE AND INSTALL FREESTANDING INTERPRETIVE SIGN ON PEDESTAL AT PLAZA AND DEMONSTRATION GARDEN.SEE 2. REMOVE AND REPLACE DAMAGED EXISTING PAVERS PROPOSED TO REMAIN. -�...�.�. . I 1-111 ��, -,�.,,,,., , _��- ,::,�,� �� , s .Q� , , � � _� .11, ,� ". ," 111. � : - , , _ - PER CONSTRUCTION LEGEND NOTE#9 � � . � .� I , , _1_1�6.�_, " PA ' I - ,-,...- ­�,_�� (i� I'... ... .... . ..X,��,__,;rll. �"',�� ,.-, ,,,�� ..� , �_., -,,-"-' K 1� "Ill, ''I'll ­;� , , � � � ��-'-,-,-,- ,�__. I It ­�:'�,��,�Ilv�-, I - \ _., ,, - , , ,'. ,,,,,.,'r" %I. -- ��, I 11� 1 -37. 1 � -. - ." ­­ ..., �,­I 1.11­1�� INTERPRETIVE SIGN SCHEDULE ON THIS SHEET, REFER TO DETAIL SEE DETAIL A,SHEET L � ,,,-�'.%'.%'.- ."'t" � ���. , - 'PA I -­_ ____ - I ,. . .1f_� - _:_�_e � 14 "I , _ 3. REMOVE AND RESET EXISTING PAVERS ADJACENT TO EXISTING CONCRETE WHERE NON-COMPACTED DECOMPOSED GRANITE MULCH, � 1--­ p ,�,O ��, ,""�, L­ ' '. ��,.­­ , PA I— ­. - j:,-.:,777j - -� " �_N - � � . . �'.%'._.'.%'....%-,,If,;: I � I � �� _�ffi,,:­_I,_, ��. � ,, .I -1- � , I I __ ­ i ­ I '' I � INSTALL VINEYARD INTERPRETIVE SIGNAGE,SEE DETAIL A, SHEET L-3.8. FOR GRAPHICS SEE DETAILS E TO 1,SHEET L-3.9. . �1 I � � 11 � I -- ..-1jV, I ,i_ I; IN EXCESS OF 1/8"VERTICAL GAP COLORDESERT GOLD'AVAILABLE FROM SOUTHWEST BOULDER ­_____t­�' . . 1�., ,:.. Q:k: �i _ .....� � I I �� � � - 1� , i�4, --,--"-,-- __ -------_______ �_ ,:.-,:.:%%'..:%.%.,?, " '� " �� I I _­ , I � � � . , , t I Q, , - I -_ ­ .1111 "I i__._______.__ I . - , _�11 , �p� 11 ____Z��:: � - ^ ,.,/ ��- 'Z , I PER CONSTRUCTION LEGEND NOTE#8 -a---!�.� ,-- - 18 '. - ,-?�,k " :1� ' C? I,�,, � : . ­ ­­­ � , = 1 4. PROVIDE CLEAN SAWCUT JOINTS AND SET FLUSH NEW AND EXISTING PAVING. f��..:.-:.-.1.-.1._.1A. -,��,- , "... , ,� , � (21� PROVIDE AND INSTALL CUSTOM PRECAST CONCRETE MODULAR BENCHES.AVAILABLE FROM QUICK CRETE PRODUCTS, ..._ � � , �o, j:,-, , '_,�_'J­ 11 11���.��,� � ­­ � ­ �����11,i C�l . ,_ � � I � -, ;' � �, ,,; if �1� !�Y I I ­­ ]:,�,L.t �7_� I _� � TEL.,866-703-3434.SEE DETAIL D,SHEET L-3.7, , : � I .f, " - ,��:�i_. � �� I I 3; `f, I _j � A'�� .11, � ," I 11 - , "', - _­­ I 11 ­­��- ",I - - � I C", �,. ic," ­11: :::::: . = I , -�, � 1 �'�, � -A � � 5b, _�, 1­1­ ­ � I* C� I '0 , . k%%..'.%'.-' , . , __(�) NATURAL COLOR CONCRETE w/MEDIUM BROOM FINISH � 7 '.17" ,� � I """1111��,,� � ,,� � ......... ___8'1 -1k " ._�� 'I- ____ _�.. . _ . 1"'"I', - I " � _� _ I I ­­ .1. . 1. � I- - , I� � � I— � I I _�xl' ­ .: , I � % �,�- ��.-.�,��ImM:mmj;�::: : : .. .." ,� � I------ �, I I I INSTALL DECORATIVE PERFORATED METAL SHADE PANEL AT EXISTING COLONNADE. EXISTING WOOD BEAMS SHALL BE I J�'.%,-,.- . . .�, ." , � : - �_, . I - PER CONSTRUCTION LEGEND NOTE#2 . . . � - ..;,,.. �g -6,,R I 11.",, �,�-, n-��,,�I­ , , i . , _ I� �. � 1, = .; . 1� _�� ; ,_ :' ' ­ = .1111" �, ?. � : :::,�, , " _� I ­ �I �,�,.w ,� : ,*z I I­ I I I—— "� �� � , - 1�r ` 1 4-� � I.' �-�l�.��,:_ I� � � I --- &D I 1 40 . : .�..�.," , :��� .,"e. - I I `,-�, w. � N, 1�.�. I �:_., ­ �,��-. - ao INSPECTED AND REPLACED AS REQUIRED.4'x S'PANEL wi-AGAVEPATTERN.AVAILABLE FROM PARASOLEIL,TEL., HARDSCAPE NOTE :�­ � �� k�*%.",.­.­.­.*� I , :. ., , - LO I., I I 4 . .. . ­ I— - " _q� _� , 1-� ,­-�,-% ,$ j �_�, - 303-589-4524.SEE DETAIL G,SHEET L-3.7. 1-1 *11 11 - � '.. :: Oz:: ------<� 11_�: ,� 1�r _--_._-_f�'__' INTEGRAL COLORED CONCRETE PAVING TO MATCH ADJACENT % _.�- -.'.�----� , , __., --v.-i" I ­ -_ ''­�:, ] I ,. . - , _xO . I � I 1-11� � �; .� ;77 , ._:� ­ , . , _ - ­ -1 � ­ ..._. . ,�-,-t... .. . � . �.����� � ­1 I 'Z��--___1............�.; I . �. , -,-, S-'�S, -- - ­� I" FA _ � _%K�� I,I,I -, i . . .;�­ _.: :--'1L,. ---�10-4;'� _ %�-_­. ____,4,1� JOIN �:� . .", Is REVIEW L 1. �- EXISTING PER CONSTRUCTION LEGEND NOTE#I . _Z4 L:�' f:�- __.__-__-_., - I . 1. � . I. CONTRACTOR TO STAKE HARDSCAPE LAYOUT FOR CITY REPRESENTATIVE 05-11 * " I—- ,� ': � 71-40' :::: �::: ,��,- 11.z �: PROVIDE AND INSTALL POTS w/ACCENT PLANTING. REFER TO PLANTING AND IRRIGATION PLANS FOR ADDITIONAL I � ./l, ,,,�, '1­­11­-,"'I., � ,�.. '�'6, 5'.. � - : 'i : ��, �p . � �: 11 I �� INFORMATION AND DETAILS. - ", 11. ,-/ .� I� � .I _p 16 1 = PRIOR TO INSTALLATION. FIELD VERIFY EXISTING BERM ADJACENT TO I. ,11�' -1,11, I wi_I� I� � PA ,�* � co I �� I , �,' , .­.­1.I�I�I I � ­1. ." EXISTING TREES TO REMAIN. - �� : . � " � ­ -1 44 " I ::::::::: ,� , i I '.. 11, ­ ::::�...�__� � � I I�� \ .111",�_ 1%, U'� �� - - I..� - ­ I � � ....­ � ­ C 1: ("I --­�.­­--,. ' ' 1: I - � -------)--a "I'­:­�7_.- , ,%',,�I** ­ 01­� ,�­1� � �1 1 25 REPLACE SOIL AND PLANT MATERIALS AT RAISED PLANTER ADJACENT TO RAMP SOUTH OF PLAZA. RESEAL ALL WALLS& � .­I ­­11-1 I'll , , "'. -, .,� 51- ,�,� -----( , I I �� . . PA , .". 1, ­1­ ­ ­­­ I � �_­ I ii, I I . ., 1.� � ". 11 L-?,--g�lw� I � __��_ 1; I � BOTTOM,AND REPLACE AND RESET EXISTING DRAIN, REFER TO PLANTING& IRRIGATION PLANS FOR ADDITIONAL WORK. ., '. I ­ �1 :: 3 " � 11 / I 11 I " ,W.,".�� � %I � ---- � � S,��1,� I �� "I , , ! _ � " ., '. = . �. . _1­1 , I ,/ �; � ,� �:�: _: :: ��'� � � I , I t j. SEE DETAIL B,SHEET L3,8, k, ,��­.___ r , ­­ - - - - ­V�_> I I� , �� � ,.., � - j " � - .. � .. '�� 'I'-, .. � �,: 1, q� - I :::::: ::::: �, PAVERS NOTE A , ,111.�- , ,,-,�,,___��,,, O', � � -- ­ - I� - '�� ,� _A1___ ---I-- - ..�,_. ; I � ,� - ___ �n - 1111­ ., _ p - 7". f :Gl� -__ -__ -111-1 - , , , :::_::�::�:_- !t�� -_- ___ 33 _.____1 � . I .; q , " I �, _� � �_�_­­G_-- - �.� 1,_ � p : . ,"'.. - C? - 1 205 EXISTING LANDFORM BERMING,ADJUST ELEVATIONS ADJACENT TO WALKWAY AND HARDSCAPE AS REQUIRED PER CITY I -i � � � � .. i,5",zlu, 'p, 1 o,j8,, , � �, 11 I I - �1j, ­1 b I . f.ri,i 28 I- - :,,R�_� - � : . I I I -11-1..... - - , - L , : �, I'll. .�� I I � .-,--.---,, I - � I 1. ___��11 ____.__ INSPECTOR'S APPROVAL, . I ­�,-�­0� NEW PAVERS ARE INTENDED TO MATCH EXISTING. FIELD VERIFY TYPE AND COLOR % �, , o , I u q I, - .- ­ ,� = C= PRIOR TO DELIVERY AND INSTALLATION. PROVIDE SAMPLE TO CITY INSPECTOR FOR _._� .��"- ,� I , , .. 1 , _�I � WW,� � I `�'�� ­,'� - �,e -, I �. ­ cl� - ____1 I ­_1 m , � f , .. -11 I , I - I , . � . , , .,­.-�. I � 1:1 I I " -1" . , � - 37 ),�f­.',.N, , �,--:', � , - � , � __­ : , � 1 ____!1- 5'u , _-, , . , .­ �, , C- �. '. r----W- I I . " .� � I ,. ­ -1 ­ ___� t r'�7) � I � � ,. /, " � (�- �- ,- �,,_,,, I: . ��' , I., � I I P- I I . , - �PA ��i � �'�', �_'­ i �.___�, . L , ,, 'L , . ��,., . RELOCATED OFFICER MEMORIAL PEDESTAL WITH NEW CONCRETE FOOTING. .__� ,,­,�q i -- � .� I 1 . , ... ,'�`., 1 " , _,--j � ,c� �_ 4) . APPROVAL PRIOR TO ORDERING. g,�.----, - ­ - � I,,�, __ "..,I., /1�. � r.�- I I I A,yl� , �rll 0_.- ____0____ _­_______.__ I-------,. _N_ __�, .-__� _,__�_.�-­,".",�­.--, _-------� jv 9 � 1, �� . ".-.- - " � ,: ,� I .1. ­ 1. I 1. .11 I - I 1...'' I .___�_ ..I--­- "" / 11. ,;, � A q w " ...-�, .,; I.. ",_ �_�_, � I�"..".­.,-I .'1,­---­1�­-_­A-------- ..,___­_­­_ Q 207 REPAIR EXISTING PRECAST CONCRETE SPHERE BOLLARDS. CONTACT QUICKCRETE FOR REPAIR AND REFINISHING. - , I I. - ../.I, X " , "I ­ ,�,._zll_ 1� � __­�_1___11__ �__11__1___,_,., - � __i­ " -','�­: ,1-1.1`,..-11", I/., , I: �1 � ,.. ......._�­,.��_­` ..,. .*--I ; ��l p , ,--. I ­1 _--i: �--� �, -,�;" � _____1T . 18 __ ,::^ , '.. / ..� �_. " I - I �? - - � 1� ", " ,._.. Z,4 , , , e ".� ,�ill " � - 11 _... .. �, , �, ", ... -� ��------ , � �,; , - � 2�) __ ., .". 11 ­ �_� .­�­ " "Ill-.- : ZN� �D 11 5 �,,�,� 72-_6��_ �� , _1 - , . , ." . � /'i", _� � �� . ,� �, I I I � "" ` - I -------�E)-_____--- . I � 1, __� -.,I� . '. �. .� . , t , I - -- ,. ,�C...� . :...: " ,�, :� ' , I � I " ­ -3) ,i:��;_,.?_,C:.,','��.: I . :� I � , , 1� �Ili . k. .---- SF... �__ �_ _I � ­..". ,.-----,.-, -.,-,---. ­ '. _�,�',� I5 , _ " 4�_ � B j �k EXISTING DIRECTIONAL SIGNAGE TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION. ,, I p�A P� ::-�=_ .__ � ­­­ �..,,,,,,.,, . ,.-- ,­­_zz",� _...1.1._­ ..'�, ,,,,,,* ­­ 30 ( - .1 : �_E�_ i I �� �f .. , ___-�_ ::� 35 , ___1 - ,:."*"._,I, ___­­­___ ..,-",. �.'� ,�...... ,�:"�,� � � - �- � ..-� , _-, , __ � z � m 'i"? _ ,.: ____ - - �� -,.--- �............ __� -,------ 11 , "'p, ­... �..­ I I. I I � : e � I. I ]v ....) -g _.___ , �1_ _3�� ­ , E� -� �::�­ : -'.- ... __11 ___1 ,_____�____ :w�� �� , _,.--' PA 11_�,_- ____­1S_­_ -,N1.� `� ­,­_.,___, �­ FA-,�','.`---'&-, �(� � .__ 1, 1-A-1 - Ef . '­ � EXISTING CONCRETE PLANTER WALL TO REMAIN, PROTECT FROM DAMAGE. , , - ii- ..____1 1�� .-I" . �, . ,�-,, PA -� ,,, �� ::: �­ , , PA I 11 z S 0 � �­ ,,"-, I ; -� i - ." "" ...�.. .....­ --- .11 1. I 11 .". : 3 3) 1, ��,L I � .-I .1 OH � ­-.1 ­_...­__ �. �I , . I I - -----, � --,..---." �,,�_­­ - I" , I " ­ � . I . , d - . 37 * : j,�­­ �', I­ , .11. "I, " � ". I 119' _ ­ ���� "I", , , -" _. � 'I" -_ _.. ", . ��,.� , -0, 7 : ",- � .., � � . , .". 'f ___ ---I- - __ , 11 __ I I - -_:":-­__,_.____ I � :;,"-, i�,1 2 .. .e :.."'.�, I '� ., � ? ,� In ___1 ,-I- 1*0' ,�. "' 111­-.7 , � � --- �- - , - � 11 :Y--� �11-1--.,,\ I .. -1-11 L, , :� 1,11 ,"�� -�.� t. �. . �� -�� "Z,! __4 ,::? *---,- _.,:_ &_ - _�� �, , .� $ PA .� .1� . �. 5. .1�1*1: __-_,� � ,:,,�:.", _�:�....... � � � I Ora I . __'. �* , _T',',1.,_._..115�_fT.........�.....I-,....... ., '. I/'-4" .... , I, '. EXISTING FLAGPOLES TO REMAIN, PROTECT IN PLACE. 1�_ .�111­11­­­, ��-�.'-,'�'_ 1­1­11.11­ . � . 11 � I I , ��) 1� 1111 ____� 1�� ..,­ .", .__-� .:�:._. � �pl 29�� � 0'4"i,�,,_.,­!,�, � .�� �� 34 �''. ,(�� - � - , - . ,.. , . I - 'i _1� .w____ _, . 'I" , -� �� "� i�_ r�� 1.1--1.1 i�4 I I I��.I..I I I N . ..... . . , '. .. I . - : , - - , - .,� , . . : - , I -, '. �_, "'. ,,� .. ? _�;__ 1- ,..� 1­1­� . : I ,� .- �� ____ -� / - �� ,­­� _!�, 2m �_ f� EXISTING UPLIGHTING TO REMAIN. PROTECT FROM DAMAGE. , , - ------- .�wl` , , , I . �­ � ,: � . �� I L I I 7 , -- � 'S,c, ­,", - � . �........s I I— ��­­I�I 1.11, .11 �� . ,, � I : � � ; � X_ 11 - � PA � .1 11 ­­ � - --, , '" � , I I , _� .:. ....... 14 ::::::: 1.0- . ___.__._,._.__,_,_- ". � I.. I�I­I ­ � ­ ­­ ­ '_ - 1, ,I /In�l - " " --- - - - - 14- --- � _;_�_­ ­ -- - ,�­ - , -%,., - , �,0, --- I I ___: � 00 : ��] ____!:__ - , � � � - - �i I - � - - - L : ,���,. , , - --, , � 11, e\--. � � r m � ­ � a". -­ - - ,_-,��I` ___�d./ , I " " I . _� ____4 ,,,, � � � . - I' ll .11 :,�.-."",,.,.,-�,.',�,�-"."�.,,,��"', , " , ,.n,� � . \,Lz/ EXISTING WALL w/ATTACHED SEATING TO REMAIN,PROTECT FROM DAMAGE. - I . "..'c"m -� �z , = � . ? ,,, _�­-i­_z I - I .�� _.- -W�_­ ., I I I, I - �,_-- ,,,, I—- .........:_"�:�,_�-�_--,.: ­_._.,...,_­ ,_ , ..�� �, tl- I, �- ��)___ ,,_-T-o- _�-. --- -__ _�____,_,_,_,_'_._ �,� A " ­­­11 .11 1.11 11.1­1­ ,/ . �, � - - _­­­ , I , .I ; � �� ­I I , , 1- ­., �- __ - , " .- '. .,� I , . 3 " . _ -� : i � :� ­11 I I ,:" -. - _ _, - ,­ , _: __ ,_ � , � : 1 � � � , . . __ o--- ­��__;­� , ,"­­_.- ____­_1_1_'­-�-:"I'l-1-1- _1_­_1_1_­_1_1 __ .- , � �� - --�) . ____.... - _.- 1 4�.�.i�- � I. ___ _____ - - - ­ - ..,-�l.-.,-,-�,-,.��:"�.�.�".:,-,---'.'�',.-- ", ., .�.......�.-I.--..-,.."-'-..�.�...-��'..--- ­­_ �. : %: I � ��_ _�_-� �. 1_t �'_, j 7.�, __-1 _ , ,___ ­_ �, I . I ­11.1 I I . :_:�:::: ::::::�:: �' , , . , 1 303 EXISTING PORTICO w/PRECAST CONCRETE COLUMNS TO REMAIN. PROTECT FROM DAMAGE. �­­­� . PA ­­ ......... - , . I--...I—,.........� 1: . .. �� ­ 11 I I �z � � _____..... 1� ; ,_,:-, � f! .. 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" <�� I i ['111"),L, I " � L ____...............\---.,.,.,.,.,--\-------11-11-1-- CITY OF RANCHO CUCAMON 111� 1 11 H , TYP L& L<�� ­ ..,�, I 1 1: . - �i - I . � ­� , ,��i�j I �� -L",�i H ., " ff � . �,1, , , I , �� �� I I I,,,� H, ".., � 1, ) . 11 IR*!� I "I �. 1, � 11 �, Kl � H i.; �, .1.1 1. /I , , �' �, 'WHII �,I 11-­ ,:1%I ,----,. _1__1_­1_______1__1__�1 I:, 91 ; , .__�__ . � I ___ u"`IVI('_7 (7ENTER RENOVATION I I P �� H, 1H ;:� \ I , ,.� le , : .. I �, : 0 All *,��___ ,- ) I' :��1!, 1 i� 11� H $.� - 29 7 � � I \ I .. I I ` I - ---- I i� �,*.� - I I f I� i?. 43 - 306 8 .1 .�, u �� ��,� d �_� Tt 8 .1%, � H 48 1 , � H ",'I� �� F"H A or"E 6 1 NE ult"ORNER HAVEN AVE & - I I 11 1 _b ­6�t7 " 7 74 � , * , � � � �� �'IL-:=­ . - � , �� � - - - - - - - - - - - - - - - - , " I _� �fl " I -, _j , � , 11 ;� , --- / I k_1 I I 11.z".1- I -, ,,-��) ,,-- - - - - - - - - - - CIVI'" CENTER DR I �` I �_ I '. � , m � 11 I -1 ,�� � I �' �� I L �1,- �� 29 .:� - , I I*..­ , j 1. , L___ - __ � .I � ­ -1 1­­_:","­­ I i 11 I / CONSTRUCTION ENLARGEMENT PLAN I unaerground Service Alert �.i":---,:-,.:�----=.�:-�,.��:=��..:�,,-,=,=:�'-�-=-��.--,==�:--11=��-���,��,"-�.�--l�----.�-11. - I PLAN CROS%S REFEREI\1C`E S1 APPROVED BY: ,-----------,, __ ___ DATE: 0747-gllu 11. '101, -------I CITY ENGINEER �L­ � � RCE No. 6751.4 = U I ,I -_ Call- TOLL FREE I ?, DESIGN 4 - -_ - -RECOMMENDED I il ARCHITE6A' DESIGN GROUP ,-,-,---------,�1--l'I'll-11,111-----�-,� 111IF- __,___.,______.__,_.........._,__...............-, FOR NOTES AND LEGENDS, SEE THIS SHEET . _', k LANDSCAPE ARCHITECTURE ­11-1 I� GPD/JLP � . OK I -1; ) FOR CONSTRUCTION DETAILS, SEE SHEETS L-3.6 TO L-3.8 SITE PLANNING . " I - ; ___ 1 -800 I ­­� PHASE 5 / FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-6.1 Q 5' 10, 20' 40' DRAWN 10221-A TRADEMARK STREET 1, I SHEET 40 3. - - - - --+i--.,* RANCHO CUCAMONGA, CA 91730 422-4133 "'" FOR CORRESPONDING DEMOLITION PLAN, SEE SHEET L-3.1 mpw (909) 484-2800 FAX: (909) 484-2802 L-3-50F 27 1 FOR CORRESPONDING DRAINAGE PLAN, SEE SHEETS L-3.4 CONTACT PERSON:JOSIF PELAYO 283 TWO WORKING DAYS BEFORE YOU DIG FOR IRRIGATION PLAN, SEE SHEETS L-4.1 AND L-4.3 mommommommoom RLA NO. I DRAWING NO. FOR PLANTING PLAN, SEE SHEETS L-5,1 AND L-5.3 SCALE: 1" = 1 Of I- JRC/JLP DATE 9/22/15 _ .JOB NO. .1'338-CC 2418-L . LT, , 13111:1_ 10 I _,"'11-�_ , "'! -1 C�)_('--�_ -1-17_114"_" __��) 111 .". PROJECT Sheet No. � I 1 2 3 1 5 LEGEND: LEGEND: I O BELGARD 80 rnm 4 �O 2 3 INTERLOCKING CONCRETE 10 CONCRETE PAVING, FINISH PER 4 �-1/4"MAX PAVERS.SEE CONSTRUCTION CONSTRUCTION PLAN.CONTROL O LEGEND FOR TYPE AND JOINTS PER CONSTRUCTION PLAN. �„ --- f __- _ COLOR SPECIFICATIONS LA � T IN HERRINGBONE PATTERN Y 6 Q — 1 2 1/2"RADIUS AT ALL EXPOSED EDGES. -' —_-_ � 6 PER MANUFACTURER PA - - O - _ - RECOMMENDATIONS. Or — WATERPROOF EXPANSION JOINT EXPANSION JOINT DEEP TOOLED CONTROL JOINT E .. 3 COMPACTED SUBGRADE(EXISTING). - T I j TO ( PLAN-RUNNING BOND PATTERN O - O I � 1"DEEP SAND SETTING BED, 12" 10' FINISH GRADE - - --- --0 _ SCALE: 1/2"= V-0 LEGEND: 3 1/2" FULL DEPTH POLYFOAM BAND,TYP. PAVER FIELD 2'-4" CONCRETE SECTION O EXPANSION JOINT O 5 3 0 O2 4 08�JO � ___._ 1 CONCRETE PAVING.SEE CONSTRUCTION PLAN FOR WIDTH, COLOR AND FINISH. Q 01 5 3 2 �1� 4 6 O O EXISTING ROADWAY BASE Q MATERIAL. MINIMUM 4"THICK, `' y 20 114"TOOLED RADIUS. - _ VERIFY RECOMMENDED �z �4' O WATERPROOF SEALANT PER PLAN,COLOR TO MATCH PAVING.SUBMIT COLOR SAMPLES DEPTH PER SOIL ENGINEER. - PRIOR TO INSTALLATION. �+ - � � `- — — o G SECTION 3 2 �5J 12"WIDE CONCRETE BAND w/ Oo G2 Oo -0 °( 0 0� a c LEGEND: Q 0 1/2" FULL DEPTH POLYFOAM EXPANSION JOINT wl TEAR-AWAYTOP, SEE CONSTRUCTION (3)#5 CONTINUOUS REBAR. °0.a °�o c °�jS SCALE: 1"= 1° 0" _ SPECIFICATIONS. NATURAL COLOR w/MEDIUM Oo 0 ✓� °o a G CID LEGEND: BROOM FINISH. 13"MIN. Do c°a��o o°n vo °moo — NATURAL COLOR CONCRETE PAVING. — _ _ LEGEND: 00 SPLICING STAKE t LINE STAKE.INSTALL PER MANUFACTURER'S SPECIFICATIONS. 50 HAND-TOOLED CONTROL JOINT w/1/4"RADIUS @ EDGES. THICKNESS. DEPTH SHALL BE O EDGE OF PAVING. PER SOIL ENGINEER 2 ' CURV-RITE 3000 SERIES 1l2"x 4" ML. FINISH ALUMINUM EDGING.SEE CONSTRUCTION PLAN FOR COLOR - _ 6 COMPACTED SUB-GRADE PER SOIL ENGINEER'S RECOMMENDATION. RECOMMENDATIONS. O BELGARD 60mm INTERLOCKING CONCRETE PAVERS,SEE CONSTRUCTION LEGEND FOR TYPE AND O SPECIFICATION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 3 SCORE JOINT PER CONSTRUCTION PLAN. COLOR SPECIFICATIONS, LAY IN RUNNING BOND PATTERN PER MANUF.RECOMMENDATIONS. EXISTING ADJACENT ASPHALT RUN PERPENDICULAR TO EDGE OF PAVING. -- o „j— O 33 3"THICK LAYER OF MULCH @ ADJACENT PLANTER AREA. �. NOTES: ROADWAY.SAWCUT AS SECTION 20 1 1/2"DEEP SAND SETTING BED. �4 MEDIUM BROOM FINISH PLACED —¢ Em REQUIRED FOR PAVER AND „ PERPENDICULAR TO PATH(3F TRAVEL. - ° A. EXPANSION JOINTS SHALL BE PLACED MAX.OF 30`APART UNLESS OTHERWISE NOTE BAND INSTALLATION. MOTES. 12"WIDE GEOTEXTILE ALONG PERIMETER.TURN UP @ CONC.BAND (TYP). 3 THICK LAYER OF DECOMPOSED GRANITE PER CONSTRUCTION LEGEND. ON PLAN. COMPACTED NATIVE SUBGRADE. O7 COMPACTED SUBGRADE. DETAIL FOR REFERENCE ONLY. REFER TO 40 6" DEEP ROADWAY BASE MATERIAL OR PER LOCAL GODS. 50 B. PLACE EXPANSION JOINTS @ ALL ABUTMENTS ADJACENT TO FOUNDATIONS AND CIVIL ENGINEER STREET IMPROVEMENT SEGMENTED AREAS OF CONCRETE AND AS SHOWN ON PLAN. 0 8"THICK CONCRETE BED PLAN. O ADJACENT PAVING PER CONSTRUCTION PLAN. � ADJACENT CONCRETE PAVING PER PLAN. 1/2" RADIUS @EXPOSED EDGES. MEDIUM BROOM FINISH C. VERIFY CONCRETE THICKNESS AND REINFORCEMENT w/SOIL ENGINEER'S O FINISH GRADE RECOMMENDAITON. / CONCRETE Q COMPACTED SUBGRADE. 1 " M EDGING CONCRETE FINIS, m u BAND AT STREET CRU"SISIN/ PAVER BAND AT TREES ® s w/ ALUMINU SCALE: 1" 1 °-0" ED SCALE: 1 1/2" = 1 -0" SCALE: 1" = 1'-0" SCALE: 1" = 1' 0" OCrr m AT PLAZA ONLY SCALE: 3" = 1' 0" CASE 1 MORTAR EVEN WITH FLAT SIDE UP CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. 2�, COBBLESTONE SIDEWALK LEGEND: .�-- 3 OQ LOCO _ r O ADJACENT PAVERS PER CONSTRUCTION PLAN. 3"MINIMUM CONCRETE BED m. UNDERNEAT1dCOBBLESTONE 2 SAND SETTING BED PER. CASE BOULDER PER STD 542-A N (LOCATE PER PLAN) 3" IN.SOIL DEPTH AT BOULDER PIER AND A t . / BASE MATERIAL PER. 7 - --- - _ - - - ------ COBBLESTONECONCRETE OFC COBBLE ER 122" EDGE { EXPOSED E GRADE ES D :I RADIUS T > > EXPOSED EDGES AND FlN9SH PER PLAN a 4� COMPACTED SUBGRADE(EXISTING). 1"IN LAWN1/2"POLY-FOAM 2"IN PLANT BED CROSSINGS) s v2„MINIMUM" EXPANSION JOINT T 6"OR 8" FINISH GRADE 24"x 72' PRECAST CONCRETE PANEL.SET LEVEL ON BASE MATERIAL.FINISH FLUSH wl CONCRETE BED ADJACENT PAVERS.PANELS SHALL INCLUDE(1) EACH COMMUNITY NAME AS SHOWN IN 6" SEE NOTE 2 ca�E 3 s^ 24^ 6° — FOR C.G.OR COBBLESTONE `� � I� —� HIGH `CASLON 540 LT STD'FONT LETTERS, CENTERED.SANDBLAST INTO CONCRETE , F.S.OSHALL BE CONCRETE HEAD WITHER MORTARED STONE S1NaLE 2 MAX m 1/2"RADIUS n°o°�° TOP OF CONCRETE HEADER ea. DEPTH SURFACE AND PAINTED BLACK. SECTION SCALE: 1"= V-0" i I I I NOTES: ° ° 4"CONCRETE BED CONCRETE CURB f..• ;•• o I o0 o I I COBBLESTONE BENEATH COBBLE W1#3 BAR •' 5 TYP 5 TYP h 'oo —1 IF #3 RE-BAR CONTINUOUS 0 a 2'MIN.)4'MAX.RAD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL. I i 3 i I i UNLESS OTHERWISE INSTRUCTED) z CURBSGurrER SE DETAIL FOR D- PER CITY MOW TD.CURB END CONDITION `2 VERIFY FINAL PANEL SIZE,COLOR AND FNISH,TEXT CONTENT, FONT -4 6"PCCMOW'CURB UNDISTURBED NATIVE SOIL REFERADJACENTHARDSCAPL PER CITY STD 534 REFER TO PLAN TYPE,SIZE AND ORIENTATION w/CITY OF RANCHO CUCAMONGA --- --- az — PLANTER COBBLESTONE ENGINEERING. FINAL LOCATION SUBJECT TO CITY INSPECTORS AREA HARDSCAPE APPROVAL. I .4 . SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES{TYP.) 24 - S MIN.!4'MAX.RAD. EXISTING CURB OR WALK 6-0' NOTES NOTES ' NOTES: END CONDITION 1,BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1'3 OF BOULDERS DEPTH INTO SUB-GRADE AS TYP 1.CONCRETE CLASS 520-D-2500, 0 1.PROVIDE SCORE JOINTS AT 10'-0"O.C.AND 3.-8"EXPANSION JOINTS AT 20'-0"O.C. 2,ROCK SIZES.UNLESS OTHERWISE SPECIFIED,SHALL BE: SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE BOULDERS:MAX.TO -MIN.16' 2.8"TURF. CONCRETE HEADER 70 BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINEDCOBBLESTONES MAx.18"-MIN.6'WITH ONE FLAT SIDE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. °' TURF. 3.BOULDERS SHALL HAVE 1/3 EMBEDMENT COBBLES SHALL HAVE 2/3 EMBEDMENT 2.1 i2"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. PLAN Q 3.CONCRETE TO BE 520-C-2500 MIN, 4,ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D'MORTAR.i PART CEMENT TO 2-2,11 PARTS SAND,2000 PSI 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. 0 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE PORTLAND CEMENT CONCRETE ENO"DRY-PACK"IS ALLOIWED) SCALE: 1;2" 1' 0" N TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK.AND BETWEEN ALL TURF AND 5.A SAMPLE AREA.MIN.40 SO.FT. SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO PROCEEDING WITH 4.9090 COMPACTED SUB-GRADE. GROUNDCOVER AREAS. REMAINING ROOK WORK. 6.FINAL.RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. _ TYP o 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 8.ALL COBBLE STONE AREAS SHALL HAVE 6"x6"CONCRETE HEADER AS AN EDGE AT PLANTING. a 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN,AT ALL TIMES WITHIN THE R.O.W. PRECAST C"'ONCRETE TIMELINE PANEL N CITY OF RANCHO CLiCA�1C)f GA, CALIFORNIA o CITY OF RANCHO CUCAI�C31` GA, CALIFORNIAa. � CITY OF RANCHO CUCAI'�ONGA, CALIFORNIA N APPROVED BY: RIVER WASHED GRANITE � APPROVED Bv. SCALE. AS SHOWN Q P,PPRGVED BY CONCRETE HEADER STANDAftp PLAN � STANDARD PLAN BOULDER 'LA,CEMENT STANDARD PLAN 534 COBBLESTONES 542 � _� 542-A IU allCIZY ENGINEER > CITY ENGINEER W CITY FU""ER DATE R.C.E. 2n953 DAFE ODE WI IP STANDARD SPE1111CA!ONS FOR?UB11C VVO END C ONSTRUC TION SHEET OF SO FC.C. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET t OF D' R.C.E 24953 I:SE WITIi STANDARD SPEC FIr,q,IONS FOR PJBLIC k✓ORKS CONSTRUCTION SHEET t OF; 24" VARIES 24" *4"WIDE MOW CURB WHERE NOTED ON CONSTRUCTION PLAN MIN. MIN. 9 �1 7 2J 3 1 4 5 C6T3 20 CONCRETE HEADER uuBBLE PA'v B UO SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 2 4 �1 3 2 W 4 7 39 16 Re ewai Date Date -- -- �� 4� i LEGEND: , �1 4"TO 8"SIZE GRANITE COBBLE PAVING STONES. PLACE FLATTEST SURFACE FACING UP. TY O 3"MIN,CONCRETE BASE BELOW ROCK, 2'WIDE PERIMETER AROUND COBBLE AREA. -- - - DESCRIPTION FREVISION ATE APPROVED HAND-TOOLED, NATURAL COLOR MORTAR JOINTS.WIDTH VARIES 1/4"TO 1"WIDE MAX. 2"MIN.BELOW TOP OF COBBLE STONES. CITY OF RANCHO CUCAMONGA 1 2'-0" 4O SET COBBLE OF PERVIOUS AREA INTO 4"DEEP SAND SETTING BED, FILL JOINTS BETWEEN T DIA. COBBLE STONES wl SAND AND WATER DOWN. LEGEND: 6"MIN.DEPTH MEDIUM AGGREGATE BASE. LEGEND: O 4"WIDE NATURAL COLOR CONCRETE MOWCURB w/#3 CONTINUOUS NEu,`ORNER HAVEN AVE & O 6" MIN.DEPTH COARSE AGGREGATE BASE O 4`-0"DEEP x 2' 0"DIAMETER SUMP. FILL w/3/4"ANGULAR GRAVEL. REBAR SET MID-DEPTH AND 1/2"RADIUS @ TOP EDGES. 7O ADJACENT CONCRETE PAVING OR CONCRETE CURB PER PLAN. 022 ADJACENT COBBLE PAVED SWALE w/GRAVEL BASE.SEE DETAIL J,THIS SHEET. 2O 3"THICK LAYER DECOMPOSED GRANITE MULCH PER CONSTRUCTION LEGEND. D.G.SHALL BENON-STABLIZED. CONSTRUCTION O 90%COMPACTED SUBGRADE, OR PER SOIL REPORT. DETAIL O GEOTEXTILE FILTER FABRIC LINER. O FINISH GRADE AT ADJACENT PLANTING AREA. rm � 0 S. I' t PPI FINISH GRADE. O4 NATIVE SUBGRADE. �� � � NATIVE SUBGRADE. CITY ENGINES O- E+ O. 67514 DESIGN ARCHITERRA DESIGN GROUP R��ON4Il4Ei`�LEI7 GP /JL ' LANDSCAPE ARCHITECTURE PERVIOUS 'COBBLE w/ SITE PLANNING _ER GRAVEL SUMP �� DRAWN 10221-A TRADEMARK STREET SH-IL'F WIDE CONCRETE Mu"WCURBRANCHO CUCAMONGA CA 91730 MORTARED PERIME-71P {RA H 2800 FAX: A, A 2802 27 CONTACT PERSON:JOSIF PELAYO C)F SCALE. 1/249 = 1'-0" SCALE. SCALE. 3°' = 1f_0„ 2834 SCALE: 1/2 1 �0 9� _ o C1-IE�'h�I� �La t`�o. TO�ZA'4�II�7G TwdQ. JRC /1LP NINE 9/22/15 JOB NO. 1338-CSC' '2418-L JECTSheetNo.PRO of LEGEND: O4"DIA.CORTEN STEEL END POST.WELD TOP CLOSED WITH STEEL CAP AND PROVIDE 1/2"RADIUS AT EDGES. EXTEND 3" MIN.BELOW FOOTING BOTTOM. 1 O 4"DIA.HOLLOW STEEL BALL FINIAL.WELD TO TOP OF STEEL END POSTS. 450 AVAILABLE FROM WAGNER COMPANIES,TEL., 888-243-6914. \ ---- -12'-0"o.c. TYP 9 13 4 12 2 �3 5,8 HOT DIPPED GALVANIZED EYEBOLT w/FLAT WASHER AND LOCKING NUT. �- --- J GALVANIZED TURNBUCKLE FOR CABLE TENSION ADJUSTMENT. - LEGEND: I DBL WIRE Q0 CONCRETE FOOTING. >: 3"DEEP LAYER OF 3/4"AGGREGATE BELOW FOOTING. 38"x 26"WEATHERING STEEL DOUBLE 3"SQ. LEG PEDESTAL 3 AND INTERPRETIVE PANEL FRAME wl RUSTED AND WAXED o O FINISH. MODEL#3826 OL DLP,AVAILABLE FROM KVQ 10 N FINISH GRADE. INDUSTRIES,TEL., (707)573-6868. _ 18" 1 SINGLE WIRE 8 3"THICK LAYER DECOMPOSED GRANITE PER PLAN. �2 37 5/8"x 25 5/8"GRAPHIC INTERPRETIVE PANEL BY FOSSIL - 9 J 3" DIA.CORTEN STEEL LINE POST. EXTEND 3" MIN.BELOW FOOTING BOTTOM. INDUSTRIES,TEL., 631 254 9200. FINAL TEXT AND DESIGN TO ( WELD TOP CLOSED WITH STEEL CAP. PROVIDE 1/2"RADIUS ALL SIDES. BE PROVIDED BY CLIENT. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION.ATTACH o TT 11 10 WELD (2) 10 GA.x 5/8"STEEL RINGS TO EACH SIDE OF POST FOR WIRE SUPPORT I TO FRAME PER MANUFACTURER RECOMMENDATIONS. I (TOP TWO WIRES). PROVIDE AND INSTALL 1/2"DIA. x 8"LONG REBAR THROUGH --- - Cl 1) 90% COMPACTED SUBGRADE. EACH 3' POST. 7 7 �4 SECURE CABLE TO EYEBOLT AND LOOP THROUGH USING STAINLESS STEEL CONCRETE FOOTING, 102a SLEEVES.PROVIDE STOPS @ CABLE ENDS. 3"LAYER GRAVEL. U 13 3/32"(7x7)S.S. 'AIRCRAFT GRADE CABLE.PROVIDE STOPS AT ALL CABLE ENDS n FINISH GRADE. TO PREVENT FRAYING. --------�- - �1 5 --- - -- 5 \ / 0 SUBGRADE AND BACKFILL @ FOOTING. 12" 6 12" TYPICAL METAL CONSTRUCTION NOTES: A ALL CONNECTIONS TO BE CONTINUOUS WELDED. B REMOVE ALL SLAG& SPLATTER,AND GRIND SMOOTH ALL WELDS. C ALL TUBING TO BE CAPPED AND WELDED CLOSED. 1 D CONTRACTOR TO PROVIDE SAMPLE OF POST FINIALS, RINGS,CABLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO MANUFACTURING AND INSTALLATION. STEEL INTERPRETIVE PANEL PEDESTAL POST & CABLE u` RAlr__-` E VINE SUPPORT SCALE: 3/4" ® 1 —0 : 4,a _ I UT SCALE: LEGEND: A 1 6'-811 W x 5-6"H x 3`THICK GREEN SCREEN PANEL(12)TOTAL. 12 - � _ 1 00 4'-2"W x 5'-6"H x 3"THICK GREEN SCREEN PANEL(2)TOTAL. T-0"TYP V — __�__ _�_ ... .......... 6-8 OR 4-2 PER PLAN SO 11 GA.TUBULAR STEEL GREEN SCREEN FENCE POST SET IN CONCRETE -7- 3" O SEE ENLARGEMENT -.____...-- -------------- SEE ENLARGEMENT 3 4, FOOTING. PLAN&ELEVATION 'B' PLAN& ELEVATION'A' y 8: r r 7 2 / r 0 6,0 „p ��® _ ram°,; r, 0 #5139 SQUARE POST CAP WELDED TO TUBULAR STEEL POST. ® r 5 1i4 DIA. STAINLESS STEEL SELF TAPPING TEK SCREW. �, r+ < ..:.... . + i_�• + _ �__4__. t ,__.t-. .rye a , 2 0 2 0 T D BACK EACH LOCATION TYP. _----, „ , 6 #5145 POST CLIP, MOUNTED FROM AN @ ( {[ - • �t 1/8 R TYP 1 a r 7 #5105 STEEL EDGE TRIM @ TOP EDGE OF PANEL,TYP. I , t - 15" DIA w/#5 VERTICAL A @ ( 1 )- 8 x 2'-9"DEEP CONCRETE FOOTING RTICAL REBAR 6' _ PLACES AND#4 REBAR TIE @ 2 o.c.SLOPE TOP TO DRAIN. - -S 1 1 t 1"- V PLAN ` j 7-0 PLAN P TYP SCALE: 1l4"= 1'010 I ; a - C9 111=10' 0"OS 9> FINISH GRADE. I t l I t t LO T LAYOUT " t o I T-6" I 12" 12 10 NATIVE SUBGRADE COMPACTED PER SOIL REPORT. I ' _t . a . a tt t , a ,- ? I r-a �^ 3/8"Hx1/4"W__�� � I '. _ TOEKICK TYP 11 GRATED VENT FOR UNDERGROUND PARKING. _t `- n� 5 � I t7jt - �r --- 12 EXISTING WALL AT EDGE OF STRUCTURAL SLAB ABOVE UNDERGROUND I ' ELEVATION @ ENDS SECTION @ CENTER PARKING. -- I -- - I j I G - I r t-! - a SCALE: 1/2"= V-0" SCALE: 1/2"- 1 0 ;-, - i NOTES; - ( : C NOTES: - L 3U� 1 - -- �A AGORAI SHEAR BENCH MODIFIED FOR RADIAL DESIGN,AVAILABLE ! 5 FROM QUICK CRETE PRODUCTS. COLOR SHALL BE'COPPER'P6. A ALL GREEN SCREEN PANEL HARDWARE SHALL HAVE A POWDER COAT g TEXTURE AT TOP SURFACE SHALL BE'SMOQTH"T1.TEXTURE OF FINISHED (BLACK). ELEVATION°FENCE PANELS 10 �- - - _1 6 VERTICAL FACES SHALL BE'SAND BLAST'T3. O �' I U PAINT STEEL POSTS w/(1) COAT ZINC CHROMATE PRIMER&WITH (2) GOATS OF 1/2""=1'-0'" C PRECAST SEATING SHALL CONFORM TO DIMENSIONS SHOWN. C #05'BLACK'BY VISTA PAINT. �/ 5 6 U 6 O PROVIDE SHOP DRAWINGS FOR CITY APPROVAL. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO 15"DIA. 6 6 INSTALLATION. TYPICAL FOOTING ENLARGEMENT PLAN'A°-CORNER POST ENLARGEMENT PLAN'E°-CENTER POST ELEVATION ENLARGEMENT'-CENTER POST SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE P` RECAST MODULAR SEATING" GREEN SCREEN PANELS' sca p� SCALE: 1/4" = V-0" SCALE: AS SHOWN 1 �p � L.'mw,e 2 1 7 6 7 d �� �,�-� � v LEGEND: `� wVARIES 6" 54 3 5 w w w ' { ------ - - - - u 5 m 0 ar - 3"MIN. _ - 4 m Z 31_16 - �2 1 GOLD ANODIZED ALUMINUM NUMERAL BACKED w/STUDS.4'HIGH, -Re wa Date 4 WIDTHS VARY.PROVIDE SHOP DRAWINGS FOR APPROVAL. Date 2 SET NUMERAL FLUSH INTO PRECAST CONCRETE BASE (QUICK CRETE I H OR APPROVAL COLD ( )PRODUCTS). PROVIDE SHOP DRAWING . R P6 � N 40 f 2 L.-JE _ AND TEXTURE (T2) PER QUICK CRETE. 4 ` 1 P H T 2/24116 3 CONCRETE PAVER PER CONSTRUCTION PLAN. I I ASE LII�I ,, POST� GA13�,E DETAIL, IRRIC P.O.G. REVISION . . 4 SAND SETTING BED. ("--,— _- - - - - _ -- - - it NII li SECTION°A' SECTIO _ CRUSHED AGGREGATE BASE MATERIAL. t SCALE: 1"= 1' 0 SCALE: 1 - 1'0 I c" 6 ' REVISION CITY COMPACTED SUBGRADE(EXISTING). DESCRIPTION ATE3P'I4 VE) NOTE: t FOR SPACING AND ORIENTATION OF PRECAST NUMERALS REFER TO015) s CONSTRUCTION ENLARGEMENT PLAN,SHEET L-3.5. LEGEND. f CITY OF RANCHO CUCAMONGA lrl EXISTING CONCRETE COLUMN AND BASE. I F I I 1 VARIES ( I F I 0 EXISTING WOOD BEAMS. REAPAIR FOR ROT AND CHECKS. REFINISH w/ CENTER RENOVAr"ION --- -- j PAINT. J -"--- -"-- I O 4'x 8' PREFABRICATED PERFORATED PANEL. 1/4"THICK ALUMINUM NE CORNER HAVEN VE & �.. . ..... f.,. ,- , ,. .... .,_"... �l, .�_ W_ 4 PANEL w/ANTIQUE GOLD FINISH, 'AGAVE'.SEE CONSTRUCTION PLAN LIZrr I II SECTION ; 6;1 - -®® ` - FOR PATTERN AND MANUFACTURER CONTACT INFORMATION. SCALE:3" = 1`-0"' i b; I O FIT PANEL BETWEEN BEAMS AND SECURE INTO BEAMS BELOW w/1/2" DETAIL STAINLESS STEEL BOLTS @ 24"a.c. 6 6 6 6„ 24"o.c. APPROVED BY: DATE: l I TYP 06 REMOVE EXISTING 2x BEAM AND HANGER. NUMERALS � I CITE' ENGINEER � E No. 67514 SCALE: 1/4"= 1' 0" -____-- PLAN EQUAL EQUAL EQUAL �7 INSTALL NEW 4"x 8"R.S. D.F. BEAM AND SIMPSON HANGER#HUC48. SCALE: 1/2"= V-0" ----- -" --" HOLD FLUSH AT TOP. PAINT TO MATCH EXISTING WOOD. DESIGN ARCHITE A DESIGN GROUP RECOMMENDED GPD/JLP LANDSCAPE ARCHITECTURE Ole i SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHEET RANCHO CUCAMONGA, CA 91730 mpw (909) 484-2800 FAX: (909) 484-2802 . 0I, 27 CONTACT PERSON:JOSIF PELAYO SCALE: AS SHOWN SCALE: AS SHOWN CHECKED RLA NO. 2834 DRAWING No. JRC/JLP DINE 9/22/15 Jos NO. 1338-CC 24 $_L PROJECT Sheet No. I of 22" 7 6 3 5 4 24'-6," ... --- --- - 12 -. i 1/8" LEGEND: OEXISTING CONCRETE PLANTER. 2 2 _ y '- ; . " 1%MIN.SLOPE ADJACENT PARKING LOT SURFACE. LEGEND: h ! KELLY GREEN —.— - r. 3 NEW 4"NPS SURFACE ATRIUM DRAIN. a` } O CONCRETE FOOTING. CROWN TOP �, CONNECT TO EXISTING DRAIN PIPE. - - - --- • 3 4 2 t TO DRAIN FROM POST. 1 LIGHT GREEN O � 5 4 APPLY WATERPROOF BITUTHENE 3000 -- O � IT THENE WP-3000 -- .y 2 3 W x 1/4'GALV.STEEL POST. MEMBRANE OVER B U - 1 i O 5 4 �, a 9 CONFIRM FINAL SIGN DIMENSION' 0 PRIMER PER MANUFACTURER DATA o e s a _ s <I -. PLANTER INTERIOR �6 O 0 - PRIOR TO FABRICATION. SHEET TO ALL SURFACES. 8 O 8" x 22 INTERPRETIVE SIGN PER J CONSTRUCTION LEGEND. SECURE INSTALL NEW HYDRODUCT 220 PURPLE THRU MOUNTING BAR w/S.S. ---=:I= <_ - GEO-COMPOSITE DRAIN &PROTECTION VANDAL-RESISTANT BOLTS&NUTS. LAYER PER MANUFACTURER DATA SHEET. LEGEND: LILAC - - - 03 INSTALL OVER MEMBRANE w/PREPRUFE 15"WIDE CONCRETE STEP w/1/2"RADIUS BULLNOSE CFINISH GRADE @ D.G. PAVING PER DETAIL TAPE. AT ALL EXPOSED EDGES.COLOR AND FINISH PER 15 PLAN. CONSTRUCTION PLAN. NEW SOIL MIX PER PLANTING 6 Eb , O � P SPECIFICATIONS. 0 PACTED SUBGRADE.5 C M 2 6"MAX 4"MIN. RISER. REFER TO CIVIL ENGINEER'S L E INEER NOTES: Q � GRADING PLAN, 0 3"WIDE CONTINUOUS ALUMINUM Z-STRIP TYPICAL METAL CONSTRUCTION NOTES: OVER PROTECTION LAYER.SECURE TO �A FULLY EXCAVATE AND DISPOSE OF EXISTING SOIL FROM n 7 0 1/2" FULL DEPTH WATERPROOF EXPANSION JOINT, O CONSTRUCT 3"WIDE BY il4"DEEP WARNING GROVES. PLANTER WALL w/S.S. SCREWS @ 12"o.c. PLANTER. PLACE ON ALL TREADS AND APPLY AMSTEP PRODUCTS A. ALL CONNECTIONS TO BE CONTINUOUS WELDED. g„ NOTES: O ADJACENT CONCRETE PAVING. COLOR AND FINISH NONSLIP EPDXY COATING#AS-250 TO GROOVE AREA -- 0 SUBSURFACE DRAIN.SEAL PER @) POWER WASH CLEAN SIDES AND BOTTOM OF PLANTER AND PER CONSTRUCTION PLAN, ONLY.COLOR TO BE BLACK, B. REMOVE ALL SLAG&SPLATTER,AND GRIND ALL WEEDS SMOOTH. DIA. BITUTHENE WATERPROOFING SYSTEM EXAMINE FOR CRACKS AND DAMAGE.REPAIR AS 'DECOMARK'SUREACE-APPLIED LOGO ARTWORK dIGIAL FILE WILL BE PROVIDED TO DATA SHEET. NECESSARY. THERMOPLASTIC LOGO IN COLORS AND SIZE CONTRACTOR. C #4 REBAR @ 12"D.C.BOTH WAYS. C. UNLESS OTHERWISE NOTED, GALVANIZE ALL STEEL AND PAINT w/(1) SHOWN AVAILABLE FROM ENNIS-FLINT, �5 #3 CONTINUOUS NOSING REBAR (3" CLEAR). COAT PRIMER AND w/(2)COATS GLOSS ENAMEL PAINT-BLACK. O PENETRATIONS-SEAL PER BITUTHENE EXAMINE DRAIN AND PENETRATIONS FOR DAMAGE. REPAIR TEL., 800-331-8118. O 90% COMPACTED SUBGRADE,OR PER SOIL REPORT. O CONNECTING DOWEL.EXTEND REBAR 12" O CONCRETE ONE SIDE. TO FORM WATERPROOFING SYSTEM DATA SHEET, AS NECESSARY. B APPLY PER MANUFACTURER SPECIFICATIONS, VINEYARD INTERPRETIVE SlU/"'* N CONCRETE PLAN GRA`% E AND LEAF MOTIF (_110 SCALE: 1" = 1'-O" SCALE: 1/2" - 1'-0" SCALE: 3/16" = 1'-0" SCALE: 1 1/2" = 1'-O" i 2 s -__.._. ( LEGEND: 6„ D 1 Q•- _-- �, �1 NATURAL COLOR POURED-IN-PLACE TW ELEV.PER PLAN CONCRETE WALL w/112"RADIUS TOP 6 1 EDGES.TROWEL SMOOTH FINISH o TEXTURE. 3" - --- — 3 M o CONTINUOUS#4 HORIZONTAL REBAR @ �CLR O o #3 REBAR TIES @ 18"D.C. 10 0 2 - ZJ ADJACENT CONCRETE PAVING PER »., ..- ........... ..... ._._. ... m CONSTRUCTION PLAN. �- » ELEVATION FRONT = x � . 2 - -- o O 1`0" SCALE: 1/2"= V-0" R NATIVE SUBGRADE. 2' 3" o O CONCRETE FOOTING POURED 7 ' LEGEND: CONTINUOUS w/WALL. (2)#4 CONTINUOUS ! s REBAR @ BOTTOM. ° �- > � CONCRETE STEPS PER DETAIL D,THIS SHEET. v O 1/2"THICK, FULL-DEPTH WATERPROOF _— `2 2"o.d. x 11 GA. BRUSHED STAINLESS TUBULAR STEEL EXPANSION JOINT. _(- LEGEND: 1 HANDRAIL AND POSTS. 3"RADIUS BENDS @ ENDS. _ 6"WIDE CONCRETE CURB w/1/2" RADIUS @ TOP EDGES, OADJACENT PAVING PER CONSTRUCTION PLAN. ADJACENT CONCRETE PAVING PER PLAN, CONCRETE FOOTING. - SECTION 1 SIDE ELEVATION a, - 6 1/2'"THICK, FULL-DEPTH EXPANSION JOINT. 7 0 COMPACTED SUBGRADE. — 3 - SCALE: 1"= 1'-0" I C) FINISH GRADE. 0 POURED-IN-PLACE CONCRETE WALL, SEE DETAIL F, O THIS SHEET. T-6," C� 90% MIN. COMPACTED SUBGRADE. i 0 SET HANDRAIL POST INTO 3"'DIA. CORE-DRILLED 8" HOLE wl NON-SHRINK GROUT. DIA. f HANDRAIL @ STEPS POURED-IN-ir-'OLACE CONCRETE WALL CURB @ RAMP P�0 SCA pp SCALE. AS SHOWN r SCALE, 1°° - l'-0" SCALE. 1 1/2" = l'-O" �� � � u""�,� _y 10� 12 2 D 97� l 1��4 9j� ��' �5 0� � � U LEGEND: iat -» . .............. - 6 O 4"THICK NATURAL COLOR CONCRETE w/MEDIUM BROOM FINISH PAVING. m --- 1 Re wa1 Date Date 6"WIDE CONCRETE CURB. SEE DETAIL ,THIS SHEET, PA �� RAMP-° -' ��, Q� EX. RAMP OF CP�1�� U24"x 60"TACTILE WARNING TILE AS MANUFACTURED BY ADA SOLUTIONS, `s 6.6 @ 4.5� INC.,TEL., 800-372-0519,INSTALL TO RAMP SURFACE wl 1/4"x 1 1/2" v�9��� 9���,� EXPANSION ANCHORS PER MANUFACTURER SPECIFICATIONS. f'✓ �s DJ 197 4 MATCH AND EXTEND EXISTING TUBULAR STEEL HANDRAIL. U �' PA C' O EXISTING HANDRAIL. 9y rS7 EXISTING SIDEWALK SAWCUT AND JOIN AS SHOWN. RAMP RAM S CITY 70 EXISTING RAMP.SAWCUT AND JOIN AS SHOWN. EX, SIDEWALK' 9, - . e© @ 2.3°f° '9 ( 6'-0" chi 4.2°I° �2 EX. SIDEWALK + F REVISIONDATEAI,P O�E `9`' EXISTING STREET CURB. �'1> 9 EXISTING CURB TO BE CUT AND REMOVED. �- O 10 EXISTING RETAINING l PLANTER WALL TO REMAIN. 9 7� o� 11 SIGN TO REMAIN. 9 PA Ts O JNE CORNER HAVEN VE & I - PA 'ENTER DR 12 RELOCATED IRRIGATION VALVE AND BOX. PROTECT FROM DAMAGE. D� sD PA o::.,.. i CONSTRUCTIONDETAIL 06 2 3 9 2 ! 0 9D6 11 r9oo��� /o©oT�o 8 6'-0" -- 'o T�J E : 'TE: �I l r �� < CITE' E TI` EE.� �.� 70® 751 5-011--- 6'-0 _ DESIGN � RECOMMENDED ARCHIT RRA DESIGN GROUP GPD/JL LANDSCAPE ARCHITECTURE. SITE PLANNING 10221-A TRADEMARK STREET RAMP ENLARf1' 0" 10'-0" i'0° DRAWN SHEET --- -- RANCHO CUCAMONGA, CA 91730 mpw (909) 484-2800 FAX: (9Q9) 484-2802 CONTACT PERSON:JOSIF PELAYO flE 27 SCALE: 1/4" 1'-0" SCALE: CHECKED RLA NO. 2834 DRAWING NO. JRC/JLP DAT17 9/22/15 JOB NO. 1338-CC 2418-L - PROJECTSheetNo. 1 o 37 5/8"(TYP) Ad- wA.M nvry oY»r o®sc.R».naps we+e plmnee,n Nw oT�Mvavy wsR atrms clsaxtev.ie:;s,c ouonpo by>6 rscA - � N I ,gmyagwp.s rawyodse»d«.s.aeaA.V b+ 1940,C.—gobooved60w we.mda. 35000 � [ Geographic Sampling of Mediterranean Climate Plant Choices: Cssca.onga a.d E.—.6 Sn,ca/s m<oPoraion M PM•�role»19T,',Ran:ho C.co.ww3a eus g+wn+nw one 4 N» «ses.1 ws ,-&Toddy d.a eo»sdaad wd<o•werc,d i..'abp—e «ova vr,e,w.da Awe shsr,,.h 6.Nson G,br,d E�P,s.s"ov des.•ak•M caw."...s b Rn and waA,a+sd m os.c«,am,<Pwre:Ax» 1000«rvs'.day Ord Vme C.ca,+sesyp w p-ord Zsrsade n par d. a,e F 9*so,..gM oh.M arced f A [ R wmn,g wx,esdwes. 190t dve brynv Pam'b N»eFor�z uF son am1 vvsnamoha Gmo rA,pp- - - ♦ 5.,<e arosv,d i2sxAD.N»Pbcr Ana.,,,3 K.y=.ngn«'seedy P6ce`hm loan»laM.d 1,r.,e.ee,m.n<m P• •+ -' ..rca,or,pc wiz B.oRv s«995 6 m a a�o.d.prn.om 161. on rx J.ma d and.s rc<ogr cad lr 6. <.�es.d��und the olio u,vo a.Rai wA n"y w.»pore of N.Galn.leeAa�,d.a..a+aw...e N,a w,�ad gea.p.�r �.a, <aa.,ai Gwen„enl cx ,:.>rA�A>rA In addition to the many native plants that ,� adgena poop.nNo&A.wKa r*_ - wMk we. «wAe s�. zx a;a �� �. �' � f help to make Southern California gardens so - • 3 -�n,a.A+an.b�e,.r.� �r�na.naAa.acne>�>.,,��"a»z,a":-.�,da.�.a�a.�„WMia0,a,,a�..,�e=a,a.�,mb - � t' , unique, there are many choices available Tlwcc Tapp was vdd Ea«ane Nw Ranc'x 0s Crcnn,o,gv.)f39 M Wns.,ens Gvwe•,a,hsr Poul,vo Alvarado n'JOf H•^9aeY m sMs ays•ad age Z,nio,rlel,s A:,ad as c_monr az an«i�riol_dfrn.=g,sq,e •,;..S�i � - Y� fl.b,4 ew ReaIAN »d< aMWs -d0.1"H—.rA--Y,n+.a.a u. i from all Mediterranean regions, that do well ih.Bev ones p6..ad n she Cxa.o„g.stsR.r.en A6,.pcn yapez.brasgM b CoAkxn.a by`<non.sF -^v y! ,ae,,...,x,.0 ,weed C>rAe,w=ad t 1853 C,,.ce,�a..®a�,M;�Bn Rom,=ed F„»�e,beW�.n.d -- ,� ,.• i�x"f in our climate. P Y be Nsu_w- ad An«s-Rama ci N»z roar R aed sx laAn "e d e.afsNy 9ea^'^ ofr lY ^psc by / .r. W,io.r de flans p.a.'nsed xse Rasxm,'eo,r s,e ToPA AamNy,0 1 R58 aril ier Mee_a<ewes,,..sa..a wM.A sd sw,h --�`- � (/t - - lodoy oa o desgs,yea tda.amd-xs.a,a Mk•omeM In 16hA Pms,dnea A1sc�Fm.L,rcak rn.fwnrd a aav a1M:e at Red fiY rAll+!.<A ewe"dM hoes»,.knw.«Nn*A�e�s ErMh.rs W,rser t-N»'ON.v w.s,.r✓m�ai6nvo' dAe:ri j t" .. N,e BsY»Mtveen Son Rermdxv,C�«nq - 1,..bB"nad a'n"'e—ly^P.P—i Mr r.m+,i.A Nw h.",g eae,een.d N»cams of VuoaweC ad Tm s - s `.` Rancho Cucamonga, has a Mediterranean m—.d WAS J.Ran,z deed,7 d"«h d p»,a - • _ Z.4.r. ��.s r»„l,oeph,b 16,qon By.b,,en.sy,,,,,z U.S.-&G_A wh—b,*—v 1 �; � � _� ,:-}� - �,-..ar;_,danz�neln ,-rvan<h b r.,�: climate similar to five other parts of the world a ANo tams ram.bad.a dw.L.Ang.l.s kv aR»ho J. le»» .a na a Hde y p»<h®d a /`i i:.a»pa„r Pba.d t"yw+«ennsd.N,e.esld w w1�,wRh wer s.000«».of g,npwm..r�uF=ro y Rassclwfnob_-k.ae.6o(rsN»d.nih of John Rams lV Me.dcrn.,.bla,bd,g..ar..a.-.s s,.,,.dwA,d ase yr in mae—gdane.lw�» _wyy.«R..,B.badwh.R ar�.aa ot�ec we..d.,•n.db Zk., lm n doe,.,,�1� _ � � � �- �+, {+ ��E ?'"�" , � including the Mediterranean Basin, Chile, «.odor Hdnao w«aka a»-4 h.. n'nssors»N»P«Nk E6.c Railway vd.J,lungl.ev.pasallo.Aw baA »M»oo.dy sod—rams<h.oM d Crcai.wgo. •`� 9 ,. p.ap,ea.a=,np<,oneexe»agalad � � � a' � � South Africa, Australia, and the Californias. of Nw Rarho E.wasda was Ile AM sown moors plonnd ly WN—-W G—W Chof.y Brashu - v 1Ae VA..ed Ad 119191 was N+.1ew&—eF b-4—N»1Ash amnsd,neei-«PmMhe.on AIN-0 G•�9•<'.a.dam�eea.,ol..<�� ������� �„���� awn,e.dmg�.ny,•d �wcaA�edl,.omeew,nan,nAn,g Wh1aN,a."a• �, , j Mediterranean Gardens are well suited to pov.d sa.si,cw6s and v'e.Nigl.s A9e••d->hyd,aepcls,c pave.and n ilea oowd m whw Y»4v k..g duce<d was - - - - �p 9°P••P-d..d No yl.ld..nose were wv..y ad 6ay,6 A,;"��dd �t scup wd- Anmed 1."dm Aan - _ � , �' moor.sovN»m � c.<o�al.gony,, h an 1-4-1*.Pp,,wd R ,,ape,3ebN>e.,w a,a �.., our hot and dry Southern California weather, 'M aa<NK E',xts"Radwvy 3s *Tivd.os,d Taman LID "1.6,Q 6—Vm o e,&i—«d.ad—*.nasm�=n-jO'd.b 4,Fov TA•pop0— I Z, ' �a t��• allowing homeowners to plan gardens that TAa 71Ys b,r A r4�.&e d hw»V ma«aw,s.9�b N»a�A grasp of«s a:aa.,,s.'wra an cncrV o .'00 U") +f°` 1y�d`9..p.9 9� y d C.w %p B..:a rM,i Ne r<c�ti�f pmM...non,r.1933 N 1975 a.b wa..a�,Pn�Aan wo. � � n r Wpw.r n:77,lya eayG{)%. p*t4e­ -3u>M x ndb—W bmvR�aM e awya,.Aa.» create inviting outdoor spaces, that are locally appropriate. ITA ANV 'emu&_'_y„ A'g,amnsh.a_.Ra9QaaPa T highlight the diverse planting palettes k The city presents this demonstration garden ' P 9 R "} available to homeowners and to assist them = t ` ' � 1, 'A k- 4' in making their arils beautiful, sustainable, t g Y water wise and drought tolerant. t "a IL � `t .mas F1eNmon 'I 9e�. F . d AAa 1rn,a Aw.w 1l25 o 0 A ae 0——ea i Aaaa Gape Sbr.q„g 1967 ' i {. /T/s���R/a� -... '❑. �_ fir f } INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT. CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT, CONTRACTOR SHALL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., W I N E R YN I N E YA R D PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., DEMONSTRATION PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., 631-254-9200.PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE. PANEL 631-254-9200.PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE, PANEL 631-254-9200. PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE, PANEL HISTORICAL TIMELINE PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. - HERITAGE PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY GARDEN PANEL C PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. AL l 11 OF GROWN 1 CUCAMONGA Ir First when preparing to design your A dry creek bed can serve as a bioswale landscape, is to do a site analysis to assess for your home amd can serve many t 6refulf lnles fsfst li the existingclimate and conditions of our purposes. An attractive design element - it If"the 1ft dry rffjitihflr fnliffteJ if S/uf of Y � . g t sff Property- Begin with an understanding of +: adds drama alongside the environmental f during prohibition e , e .e deep �`1 4 sfft, 6r, s it t 1f rf !fl el. was „ the patterns of sun exposure, prevailing �', Fr'� benfits of water retention, filtering pollution even a tf;a `srhflfce 1ilM flu6d rt (alkifte f f►ff! s If fY1f and as a way to capture run-off and1111f dlf!!rf f f helps f1'4 winds and irrigation potential from rain and Y P e. about grope production California ,, after, add s , l . ', �i / a flier rfrifi run-off. Knowing your property is essential recharge groundwater. Drought tolerant to creating a successful and amazing plants like grasses and rushes offer T _ Mediterranean California garden. year-round visual interest while aiding in the overall functions of the bioswaie. R " INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL - PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., 631-254-9200.PANELS SHALL BE 112'THICK HIGH PRESSURE LAMINATE. PANEL 631-254-9200. PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE.PANEL PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. NTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT. CONTRACTOR SHALL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL DEMONSTRATION PRODUCTION.PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., �P OSCA PF` 631-254-9200. PANELS SHALL BE 1/2'THICK HIGH PRESSURE LAMINATE. PANEL GARDEN PANEL D PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. GRAPE VARIETAL PANEL A GRAPE VARIETAL PANEL B w at 7 31-16 *, Fte ewa9 ate Date TF OF CA0 VINE PRODUCE OF U.S.A. PRODUCE Of U.S.A. '1111 " DESCRIPTION OF REVISION DATE APPROVED k t ,► CITY OF NANCNO CUCAMONGA s•► 4Vlhas it comes to Ranch Cucamonga,sirs all about the Zin!Zinfandel grapes put the Cucamonga AWA GROWNs CUCAMMA ri(an Viticulture Area)on the map.To this day,although less than 1000 Rancho Cucamonga CIVIC CENTER RENOVATION acres ore devoted to vineyards, Zinfandel is the dominant grope still grown in the area and is featured in award winning vintages from other pas of the state.The grape produces less;nice NE CORNER HAVEN A V E & importedMission gropes are the oldest known variety , , grope produced which mode it less susceptible to mildew and mold allowing it to ship well.During prohibition,it was ., s s , ss s to be , sorigin,s •s .sr s California. was generally planted anonymous s s and �s , s make create table, - sold as a"juice grope"to the east coast and was a favorite of bootleggers and home winemakers 7- (cilifornios Provence of New Spain urdil the 18A and was used to bulk l • e, ee create ,, . alike.Zinfandel is known for oducin wine_of many different flavor profiles,including zee fruit character'ancl has fallen out of favor for table wines,but is used with much success to e . ,, 1, 1 . g 5 p >Y CIVIC CENTER DR � gropes forward reds,spicy tonnic wines:nouveau,and of course the popular white zinfandel rose. INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT,CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT. CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT, CONTRACTOR SHALL CONSTRUCTION DETAIL 4 OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL APPROVED BY. -- DATE" Oz{zs1 r PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL.. PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., ' 631-254-9200.PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE, PANEL 631-254-9200. PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE.PANEL 631-254-9200. PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE, PANEL CITY ENGINEER RCE No. 675W PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. DESIGN RECOMMENDED ARCHITERRA DESIGN GROUP GPD/JLP LANDSCAPE ARCHITECTURE p� SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHEET GRAPE VARIETAL PANEL C GRAPE VARIETAL PANEL D GRAPE VARIETAL PANEL E RANCHO F ONGA, CA 91730 JLp!�p�;' (909)4842800 FAX: (909)484-2802 L'3.9 Qi~ 27 CONTACT PERSON:JOSIF PELAYO CHECKED RI A NO. 2834 DRAWING NO, JRC/JLP DATE 9/22/15 JOB N� 1338-CC 2418-L PROJECT Sheet No. 1 of � 37 5/8"(TYP) I I®r -W1, 1111 W-111.I-�..aN �w -0/1 I MEN . ....... mx m -wo imp I IN- 'WE .... ................. W-1 WIN Em. ........... *`**�`**. ......... 11 WERE., YEE C14 'M M/ .......... I I'M . ...... A, 01. "'o'/ . . . . . ......... .. .... ... ... ... .............. . . .........I., . ...... .... .. . ...... ... ... ... NONNI, M ggx; 2-6, .1'1!11�1 F7 1907 21-W 41 i yvx�,- INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., PRODUCTION, PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES, TEL., PRODUCTION.PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., 631-254-9200.PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE.PANEL w I N E R xyl/'kvl I N E%yf A R D 631-254-9200, PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE.PANEL DEMON or"TRATIU"N 631-254-9200.PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE. PANEL PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY, Hlz':)Tk'jRluf-"'AL TIMELINE HERITAGE GARDEN PANEL ...... ...... M, ggs.. gg �V;� . ......... ',ol 111111, . 4' Egli gig$ ............/'!y' ...........1/1,0 all: gg *g� INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT. CONTRACTOR SHALL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL 'N PRODUCTION.PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., 631-254-9200. PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE.PANEL 631-254-9200. PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE. PANEL PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY, PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. .............. INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL DEMONSTRATION PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., 0 SCA 631-254-9200. PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE.PANEL u M WWI/ PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. ut-""ARDEN PANEL D uf-"' RAPE VARIETAL PANEL A GRAPE VARIETAL PANEL B at 7, -16 i :31 Re ewal Date (s) Date 0 C CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA U'---'IVIC CENTER RENOVATION ............ ............. CENTER DR TERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT. CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT.CONTRACTOR SHALL INTERPRETIVE SIGN GRAPHIC SHOWN FOR CONTEXT. CONTRACTOR SHALL CONSTRUCTION DETAIL 4 OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL OBTAIN DIGITAL IMAGE FROM PUBLIC WORKS DEPARTMENT FOR PANEL APPROVED BY: DATE: 0212sbQ PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., PRODUCTION.PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES,TEL., PRODUCTION. PANELS AVAILABLE THROUGH FOSSIL INDUSTRIES, TEL., I--- . RCE No. 67514 631-254-9200. PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE. PANEL 631-254-9200.PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE.PANEL 631-254-9200, PANELS SHALL BE 1/2"THICK HIGH PRESSURE LAMINATE.PANEL CITY ENGINEER ,- ) CD PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY, PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. PRODUCTION AND INSTALLATION IS CONTRACTOR'S RESPONSIBILITY. DESIGN K:�------- RECOMMENDED ARCHITERRA DESIGK' GROUP GPD/JLP LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHEET RANCHO CUCAMONGA, CA 91730 GRAPE VARIETAL PANELU" GRAPE "V"ARIETAL PANEL D GRAPE VARIETAL PANEL E JLP/MPW (909) 484-2800 FAX: (909)484-2802 L-3-90F 27 I CONTACT PERSON:JOS IF PELAYO- CHECKED RLA NO. DRAWING NO. "38 JRC/JLP DATE 9/22/15 JOB NO. L,-) -CC 2418-L 'N"- N ".a I b1f 10 Milli/ EN PROJECT Sheet No. Of -:2 - - - _____ - - .V�X-1_C,It __ w w w w I IRRIGATION NOTES - CITY OF RANCHO CUCAMONGA <1< :I-- I 0-�[H_ 11 LIMIT OF WORK 1. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES, ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. ,I_11-�?x'x%-N1N1N,, ___ I .... NN ,'� I 1­ . I _,_� _­_­�_�.,�T­111_ 11t_­1_�­11_.11__­__............�....- I � ---­­­­:___11--I- I _� � , - , - I --------'-----'--"'----'---------L--_ ---­­­­----------- I � - _i-,­­­­­--­",-'­�­ ;,_--,z �','­­_, , AVOID ANY CONFLICTSBETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT AND ARCHITECTURAL FEATURES. , il ..... __ -- , , _!a_ -- � __­_­ ­7-_--_'_�-_-'_"`­,__-,,"..........._­ _______x _ �N 1� _ if __ , - ", _\ � , - �� , -\-- --- - I - - d , , � � -1 �, � t - � , - - - - - - . . � I I - 1� . - , .- _� - ,", . I 1­1 11 I ' -,--= ­�-­- --:---- -----,------T--�­-!!!777t�--------------­-- -",;­-.� __ _ ­�­­­­­­­111...­­­ , , - _,__­_____­_`­,_' _ 11 ;z- oz�N�%" � I i" :Ii-i-��__7!,I.... - �� 'i �� � � , __'_ - , - �� , " �7 � , _ _ , ,, I " -1 � �, .7 �: � 1, I 1 0, � w , -.1 :,!� 1, __;���_ ,�,�� - i � 1� .� , �� , � 1��, �1 11 � ,�� .1 ., 1� - �,� ,� I .� I � . � , �, : 0 �__ I,--­ ,1� -� -- I .n---lQ:: ril"_,_,�,_1 Z4- ,,,:,� ,.� �-�,""-�­,,��;"", P - _� � �� �__ " -w ;;,I�%�%�-, � n%,v 7 " l,� ��-1, ,� �',"',-, ��-',�� �, ,a f I I , -, ­­` .11 ".; �,,,� ,__`._�.... 1,�,,,,,,�,'.'­--------;------�_,�...... "­_,- " -, �� ,_'­_,,__,l, �',, __�_ __- _11?�11-'-l-'I'll �,­�,_"�. . , " " �, . 111 ,� - ��_,,_ I. . _,-_1_js1, - ��_ ��--cil _�" r- "­.;­­, ­­ ..".- .1L`___5T1_._t-` ,,, _k ---'- ' Z��.­,��­i .,_! ----,,) __��__.,;_1.1_1`_ - _;, /, I � � ;E, f ,,- --- �, _��� =-:-:,::-,:,,.�:.:-,�.��:-:-",-: � 1,:2_! I `� *;�: - �,�� �', "��� 11 _:_ ____;_, " � _� , _111-1- , ____ -- __._*,_____........._ / - - _: 1....: _&L-, :,""", *--'I," _1��%�_ �_,�, , �----wfl � �� ,,� 1,11, I ��11-11�..--�ll,�,��.11I.-�-�!"-,-,--,�� - , __ - I __ , / -___� -1 �_ ) 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK.ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION , I 1, 'Y' , " '.1 ZL , 314" 1,1, - "� 3/4" "', 3/4" ____ PHASE 3 11 "I 1. L 11� . . _,N ,/ ", ',�, , _____ 1. /,, ""-,/." , � , � , - - — lill`iiilll� — — ' — ''; ;,, — ------._, IMMEDIATELY TO THE CITY. , - _,:!�__!TT�__ -T!!�__!T!_,�_� 1-ilIl�­!!!!l�­ !__��, -,. __�� ____'___ _­1__-.1-1­1�_­_­_._.__­__.__­___,_ .�-11,�ll,�,.�'..�,�11-11--Ill�Lll--.,-,�-��,-. ________ __::� I _-1-1-1-17-11 � ­1 � I'_'__­­j.-,, "�­- " '%., , ,�,,,� � i _.. , - - "o-1-% ,�I,. \'� - I . 1; _-.1-- � , NN / �, ­ ��. � J: I ," � i" ,- - , , � - � ----q� � IV, � - ­-`% /" ,�� "y""', ;�:�� ��,_,,- �- !Sl/ ,� -__,- , - I - � 6 ' A:�7� , - -4-; , , ,­­­ � � -_1 N" �'', 1 - - - ��� _/ � �­- - '-1:, �_ I -----*---- -,-,W- -�,,— -0 " ��T , - - _ - - - .?,, - - - - - - ; " _­1 ' ' I I __ . . .... ................: "� % L_ '1� --J�T-7­-_--7777 � -:-­:,­`� 11 - PHASE , §N /'�"_-, �,:�,, � 1-11 _—, _21— _ _.I- - � —_ , -- 771,,�!',, _�,_ "" 1-11, , — � � 11­�� i � _ . , __1 11 —'— W _ — � I � ," /I 5i , - - __ �, `0__ _ __- !n-7_--_ - __ - _ __11_0__ -1 - � ­7' 1,­'� --- , � , � ­­--l- '' 1 3. THE CONTRACTOR SHALL FAMILIARIZE HIMSELPHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT ��,,, , ,,�, - __ _ _ _ � _ - ___ _-_ ." _-. 7"",�, .- _:7:�_!___-,,'Jr_i0 ", . ­,Z_ - , � I 11 ,_ , � ­ ,­Wr­­­ - -_ ,.-.'­ . �...I - � ,�,�; , � ' ' - ­­­­­ '­1­­­'­­­-- ,1,1�, � "I .,_1 . .­­­, L,, �,�,,:,__� - , �1� � 11 L_ - ­ I � I , � I, - - � � , , 4 �_ �,'I, NO COST TO THE CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. I �� .. I "I I I ._� ". " 11----11- , � I � , , " I - , t .IV , ,,-,,I -, F­�__%_%m. , � . 11- , -_ , -�'__,Z_%_,.%' 1, -�, 1� � I�.-�: ,-��', I z -, ��-',-,,l�� ,�'4� ­ :��� � -� � i;,�_ - � - , - ; - ,� t � �� "I "'2-1, 11 ,� � 1 �, - , � , � � �� I 1, / I'll, -�,"'' , 7 1i_­�77- - __ , ;, _��_ �Vx � , � �� f / . - �i H­­­i� , � 1­_. 1, ___T� -1 1111-11(_ -�", , - , , , - /, 11 . ,: �, � - ­ � ­ ­­- -- ��-,`� . , , � ! , - I - � 7 . �,, , � �- I -� ��I I , - .-, � I � I ,��­�� , .1, ___ 11 - . � , � I �, p­­­ , _ - - : I- _,� -, - � , -,"g,"�" "�-"­­" 1 �314" , � F",� _," � v � e -,:, 4 1 I V I . - ': :���,��"m %,%', �� ,! -� le . "4"" ; , " ,�,b , , 1� , , - -�,%�,­_," . " " _ ­­ , I "I / ;_�," -11 . , , � , - , � " I , � � � _ - - - - - - �i �L ,"--4 �� I i � , ,- v , � , 11 11 � � , � 4 ­ � ,I 4. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS,WALLS,ETC.THIS SHALL INCLUDE THE , i � , , - , ,� " I - - - � I � , \ -%1 , , � - -----------�' � -- - ­­­­. i� ;:,_,"._1 " / I I � , , � " �� _, I li� 'I � I I-1�- _�l I-�4 %-"F. , - I ;­�,j - ,,, - . - � I \ �,_­­­ 1. __,,�_il I � � � � , � , , I -11 ,:" i i _________1 I . � A -- � '� , I '�', i /I '­­1 _­­_111 \1 , n.­ I i�i�-,-,-o - - � � - , lz­ p � ; � . "� . ,I 11 � I­­���1���.--�I ,:, I ­­ _­_­ - ­-1--.1- . 1_,�,�-- I 'I 11 � I I ­­1-1- k �­ �t� SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. . . . . � %_ 11 � 1,9 z - � , ­�, I� / " / � ,, �,I i � � - `-, I- , ,-�-�'�'�' I - , � I �� � , - v � 11 ,,, 1� .1- I - -.1--l-111 I 11 1­ I",_:1_'/ , , � �\� ; I ,��� --,'111'1*�1'.':":'1r_ � � z 7 � I � 1z - z I �, I'- I— � ,/ I / ____�_�_, - -,11" I � - \ 1, I I ,-,*" - �, I . - I I � I - Y_ - � -"I� t "-� ".-11-_,,,- -, 1%, ��, I , -� � I � ,� I .� �, I­'.-� 11�, � I I I�11�,� /I , ­� 11 _1111,%., - I" , i", 1 4- . �,7 F ,-- �z z�t--�C��---:7. I I It , -'11111, %4 i i� � � � � kz - � 1, 110 ��% , I ., , § i , _;,"/ ­",,"1�""�,­ 1, " , , �� m --� � - � � I . I 11" , I I I �� 11, , I � � I - -1 �� ct� 5, WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE - N, � , , ___ ­ 1-, - ;_ ,__�, �- ,: � � � , " _ 11 �-,-L'-,,,-"-,-,--�-�-,"-�'�--,'--�-� - - N 11 . � 11 i,_ �� __11 0, ::.�',11 ; ',I ­�--"I �, , %.,1.I 1�-1" I \1 I- \11 � i t, ,- �_�"_ -­" 1.'m , I .__ J.-z--, ,T, i :,� - - 1:�� L , � I ./ / 11� - ,_ '. � � ,:� � I i - I / , , _­­_____,__1_;�j � 11 11 � .I �_ 1\1 ; I__-11�, 1 I'll e � �, � i " , , , 11% I / 11 �, 11_�', _11___1_',:_!z_'­4wi,T���6, Z,I 1 i IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO § 1 ,� 1 4,;,i � � . 1P__1 , " _ � , , ,i , � � I / � i � - 11 . I �0:_-�,.l 1 1 A PROVIDE PROPER COVERAGE.ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. �0 - 1. _ - " - 1­1 3: i � L , ' " ";," I 1. r 1.- �I I.,� , I\ 11, \ ,I , / ,'I', , 0 , , : I I -\ , �.­�q,; I I � I " ! ", jl, T , � � ",I I Im 1-m ON , - . - I "In 11­1_ - I Im Im , in � 3- \ 1 p m 4 i �r ,I ; �� 1 � I. I �1 4. -,I " -, . , ; I 11 , § i �e,,-, I I � . �Jl�-� I,-1" � . � - - j - , I � I .1 � ,,1 -,�,-,a,� � ,__�___�z .1%1.11 1�- - L , � . U_ � I ,,"'�_:��'.'_' -�',-,�J .­-i I I- � � _____ , i , �,�,:� � , I , , , , I ,�Z: --� 1�� 6. INSTAL' FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH.PIGTAIL EACH ORANGE WIRE AT THE N , , --1 I �19­ ;� L,i , , ,� , � � I S, � ,� , 1.11 .L 11� -7­ � I I �� I . I I I ", � Z%'�����'. �j , , 0 f 1� I, , ,--L , , , , 11 ��-I-,-��-� t �,. ENCLOSURE.INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. N � �-j " , - , , I F I IN-LINE CHECK VALVE: , " "" I 'I, �I � ­1 1­1 - � - 4 ) " I , I � - z ; - N 4' , , ,_ ; I �, � �� .� 11 �1 �­". �_ � 1�­, 'L -11, ������ '� , � — '�,.� � � , � , 1, , I I-� , NN I , �.-1'� -�--��:: � - , ­' -�11�� I , I -LINE CHECK VALVES TO BE INSTALLED WHENEVER I . _­� , � - ,-:: : , ,::, ­� I � ,,, IN �­ � ., " , ,_ � I i � - - i � , r, �%U�_=. � �., 1 7, IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYSA 11 �� 11-1 . -, 11 I r-,1. �i i"- �\ � 19 -" �_ � DRIP SYSTEM EXCEEDS 4.6 FEET IN ELEVATION, REFER L I ; , 2 , 4 1 - � - , �\ � la lk -- , - � EXISTING VALVE TO BE REPLACED: ']- � 4 � z 'I � _j . % - - _ - . L 1--1--." ___ i � \'_j I§ � 1 � - --I.-� �1' TO IRRIGATION LEGEND FOR MODEL INFORMATION. I S� WEEK BETWEEN THE HOURS OF 9:00 RK TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. N1 - �' "I _­ %�,,�, --_, ­­1 I � , �, " " ," rl", --_".%.,I-� ,� I � , � -.-:�.-,�: b 1� I :i NEW REMOTE CONTROL VALVES TO BE INSTALLED " , � ; N I "I ­" 1, 11 �­ t­'-'I'� � _�"z.. .%'.%".1".1 I " __', IN NEW VALVE BOXES WITH LOCKING LIDS. lr__�7�_ ,...1'1_1_�, _�, � � 1 �N, I I - _11--/ ­__1�1111 ­ __ ___1 ­ ­ -11, __ __ __ ­ ___1 - ­­ -11, ­ I I 11� - � I \ & 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 N � _% � � � � 5 il I � il�1.11�.%m_.�__-­_�t,,, - . , __ ,% 1 , - , , f , , \, N � �I �. I.,�".- . I� I � � � 1� , ; � � IN � � " K , , '! I .___,_ ___m I i I - �...I - � P­ - I � I , , " 1 "' , � � � �­ -1. 1 I " ,, EXISTING MAINLINE: � RECONNECT TO EXISTING SUPPLY LATERALS AND i�` '. "" i , 11 __ - I 11 \ --------_ , \�� CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION.ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. I I � 5 i I- , - 's - 1, ,; I 1:.',11 1 - ­­�, 11 - � ; � � INSTALL NEW IRRIGATION SYSTEMS AS SHOWN. __ "I N , , � , . Il EXISTING MAINLINE TO REMAIN,PROTECT IN PLACE, � � � , \1 - i N 1 I I I � I,.-". I �.I 1.-.1 I I ���,,l ,�;�,"..: � � I � � ( � -�, - N I.,: � �1' � 1,�I I x I � I ___1, ��,,,, - N � "., - - � c i � A, � 1 \' i ,,_.�%,-: � - _ ,� ; i . �_ � \� I , � _____m � . I I "* , 9. AUTOMATIC CONTROLLER TO BE A CALSENSE ET20OOe-?(STATIONS)-LR/RRe,WITPI,TP1 10 AND LR-DOME-RRe INSTALLED WITHIN A STRONGBOX CONTROLLER ENCLOSURE,SB-16SS WITH CALSENSE - �,__. 1/4"� " � � I . I 1­1'� � 11 I I 11 i 11 r 5 " -`f I �� � I � � '! . --� `f� - � .� - S � j _� . � 1114'��_'_q:� 11 . I � , ! I � \ .", �],,,�-._,�_'-'�, "I \ � I - i , Iq - i I - \1 - - i I �� � 11 1k -22SS WITH CALSENSE OPTION(TWO CONTROLLERS)AND A SEPARATE METERED ENCLOSURE MPS-A16-10K,ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE I ,I:�� � i . - 11 _., �� , -- _� , I � � - 5 Y '�,�',�, '11�� N - . ­ � I . I � , - I i ; I OPTION(ONE CONTROLLER)OR SB � , " I -� - � . n _., I ; I� � � t I ; :: _� � , t�:�� �,-�%��I\�, CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE.ACTUAL LOCATION OF THE - " ,�I 1� � � �),\ , , , I'll lz�1� - � - ­ ; I _______1 I z � � EXISTING VALVES TO BE REMOVED: — � - \ .."'��j'::�,:�'.-, I, : �k 11- � I � 11 � ! i _- ;I )I -. \1 I ..I � - � i I I N �� ..... \��__ 6 11 I :,� IN - ,, I ,I, , I � I .1 - I � I � EXISTING VALVES THAT ARE NO LONGER UTILIZED -k,' ', ­ i: T': - �� I I ! I � ,- �, z � � � - 1111- I � � --,, m- ,C",-_­�. \,\ '�­­ 11 � � z � � : ; - . ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. , � , \� . � ,� �::T, I: - �, I � 1§ :-,�-:i:,%�,�:'� � I I , I �: , I , � � � SHALL BE REMOVED AND RETURNED TO THE CITY. �% I'I� , \ � '11�`i' � , 12 N I ! � I � � � � 1, ::� ., � � I � I � , I N i 7:7�­ ­ -I -, ; — I " �" - \1 ". � : EXISTING POINT OF CONNECTION NOTE: ; � . ,. _" : 5 I ; A L % :\1 I ,I 1: � : � 1891 ----I- �_,_,V - - � % 10. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL N ��_'_r , , I � IRRIGATION LINES SHALL BE CAPPED AND CONTROL ,---,- IN ��::"f:,,.7 i.,� � I ',I � I , I � � - .'-'-% - - \ � I I " � EXISTING POINT OF CONNECTION EQUIPMENT INCLUDES D I i WIRES SECURED FOR POSSIBLE FUTURE USE. , -­ �� " �N - - � . i � � ,�, 1 i�"� I � OMESTIC I EXISTING CONNECTION LATERAL LINES: � ., .� ."), 1;- -- , � � ,_ :.:,I , III 4":- I I � . , " _ �� -1 � I a . � �:" I I.-- I � - ­1 ' I I ; , , � , , � I( I I/ � ­_ ,"-, , CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. \N i . I. �, WATER METER.3"BACKFLOW AND MAINLINE. NEW IRRIGATION EXISTING LATERAL LINES AND SLEEVES � � I ,;,-:��:�,, N 1;j ­ I : I I � . ! I ­­ , i ( 'a Ni 3-1 �, I � � � - - �� T i __ ­-�Z. ike , I : , , .1 - ill : i ; , § -1-11- 11, . � w IN �,­ -- I � CONNECTIONS SHALL BE A I EACH VALVE INDICATED,REPLACE CONNECTING PLANTER AREAS SHALL BE � -, -,�' "%-�n, 11 " - � " A i � I %�.%'.�­ -� -�`,, I � \ I _12-,,-� , 1\,�,��,, � I 11 �: ::: I - EXISTING VALVE AND VALVE BOX PER IRRIGATION LEGEND AND UTILIZED WHENEVER POSSIBLE AND � � EXISTING EQUIPMENT NOTE: " _, \ I , - ," � ,,- � - - ,\ , I I I , � %, , . � I �, I 11. T "I", I " , _­ 4, " � -11, � � I I -, I I \� , -, ,, I, A -, 1"T:!, � ,�, I INSTALL NEW IRRIGATION AS SHOWN ON PLAN. - PROTECTED IN PLACE.IF CONNECTIONS . --- __ _ - � --- , ALL EXISTING IRRIGATION EQUIPMENT THAI IS � " � _;'A �, , I � ii� , " " i.,%F.-_� .- " � - z - -1,1­­ _­-- -,- , , I \ I -, , , "' - - CONTROLLER NOTE: I , , , , , z". )� 'I,�,� - :,- � 1" ­­� � _-��:-"�, ," "I i IN _ zl�* ­"1�1­1 ­ " . - ;.� . BEING REMOVED SHALL BE RETURNED TO THE CITY. i � , I I — \ �, _1 _ , , _�L �� "-, ;, , - 4 SHOWN ON THESE PLANS CONFLICT WITH -ml­-"111 I" � ! I _1�1 I _I I � ,I , .4�_ . AUTOMATIC IRRIGATION CONTROLLERS TO BE MOUNTED ON WALL TO � 1 - ­ ill , I EXISTING STATIC PRESSURE: 95 P.&I, EXISTING CONDITIONS/CONNECTIONS THE --�_ ! A -�`,�­, " � , - - � . *1 -�'� \ < , � 111.41", " i --�', L 11 � � ,-1�%�:, I 11 ,�,, . ­­ ­� I i � Lr ---, ,- I ," -AND MODEL AS SPECIFIED ON IRRIGATION �� � 1­�:, � � , Z� �,�-��:��%,11 I,� � SYSTEM DESIGN PRESSURE: 65 P.S.1, I . � � -'�:___ I REPLACE EXISTING,MAKE �I T�1: - . � � CITY'S REPRESENTATIVE SHALL BE MADE . , I 11 � 1� 1�r ,r�',,1, f - � I - ! . %I,�.%.,,�...I" - LEGEND. INSTALLATION LOCATION APPROXIMATE,CONNECT TO � , , b. - z , 5 1; _�� i I -, , � , S, - � ,IT�., ,;�I.. -- MAXIMUM G.P.M.DEMAND: 22 GP.K AWARE. IRRIGATION DESIGN MODIFICATIONS L, -- ,-- 1._­__,� W� I, � I - �Z' � - -, , '� - ,I 1 V,1 ` ," I � �� w � __ I I , ," �, i I 11 , "? N I i,�,"I'�I -1- 11111 11 4 � -1 __ - i � � 11 I EXISTING. 110VOLTPOWER. IRRIGATION CONTRACTOR SHALL PROVIDE . I v- v- v ,ii 1­7��-' 1 MAYBE MADE IN SUCH CASES. & I 1'� �­ r ­,��,7�__ , � — — - - 1�­_,�­-�'N '_ .11 ��­_ 1\_",N_1�11N�11 � '10% It-- , I PHASE6 1­� , - -1. Ni,-� I I � -11 � , � '' _, I — . �` "�' �. I ,,,,, - _____ AND INSTALL BATTERIES IN EACH CONTROLLER FOR BACKUP POWER. > (�', :, \ o_"""_ i "Z I,I�.�I 11 , N� i , � t 1- I � , '1xv, mmm Ix � , , , - , I � - - ", I , -�-�,�77��:_W­I 11--__�, . - 1:, ,,�, I 11 I 11 11 r � _�?­­ - . I . , .. ­1 . , �­ - - �1, � � - I - .111.1 ­ - �, - 1� -, 1­1 111�/ � , ...... � I iJ C,41- -11 ­ - I EXTRA WIRE NOTE: \ -� PHASE5 ' � ­111 �''�,�, ,� - _,".",-, , \ -, -, -� ,I ....� �, - � ,�� "I". I: - I ­­'� %'1_11_1 1p ­�,_­ - IN , , I ��,_--l-­­­�, 1 � OW m___ M , , , - - "- Ir- , I s � - - I I I 1-1 _ L-, ; ,,� - 11 % ­ , 1 . . . . ­ ­�,� ,\ :,,'-,,/ i � CONTRACTOR TO RUN(4)EXTRA WIRES FROM TYPICAL SLEEVE NOTE: I I _/, ,�,-p ,�_, a-, �.1'�, �,� I_ x'_4 ,� _____` .. � \� -,��,�- - , . ­ _­_ � ,�,, - ,__­111________ - I I �� �: 1 [� � r_ I::I \ I �­, - --,41:��:­��_' , � -:--" _Q, , .-&,, � 0 t I I _____­1 I � �__-_� , - - - - < § i��: I � i I I I I , - _11- � ' . 11", \ ' ' I ­­,­­­-__�% \ CO)��,,��,�,�..n��-Z'�� -c �� t". "�� , -��- m N I ['1­'__'11-%_­, CONTROLLER TO P.O.C.LOCATION. PLACE IN CONTRACTOR TO USE EXISTING SLEEVE , - _1 § i:, 14 �­ 1 � � - � ­_ I � - "I'�" - , ­ - : - , � , , 1�1 �- 7­---I--"-- "',, , -� - I WHERE AVAILABLE.PROVIDE NEW SLEEVES � i " "1�111' -1 U � - � I � ' . 1 . � ­ ­ t i A \ r__­_`� 111.m 1,--%`,-r��'�',z��,,,, ., ",-,L '\3 ASU RAIN SENSOR: I,- � I I - � BOX.LOCATION FOR CITY INPECTOR'S I I . I I I _­­1­1 - I - _-, - "I � - i I 11 I -I--"_,- I ­­­­ I I �1 - � � i � _If�--_:z_'_ ___-__:_-, ", " , � � ., , , \ �, _"��, ,,,�/� 1:1 -��- "a�, ­­-7 , ", ,11,)ff IYI� - , I - I ­ � � _., ��,_�I — PH � � 0 � -11 1-141-3__- , — - � - � 71 ; � ,"',", \ - , � _* ,� � N j � _� i "I, I- I % . ! � � \1 ". I " I�, %_V,%,�r,G , , - '_ - -1 1:�-7 `;�Z­r­�;I� INSTALL A RAIN SENSOR ON WALL OR CONTROLLER PEDESTAL IN AN � , � I , I � _-, ,� 1, '. � ` N ;1 - I I I I i 11 11 , , -- �e� � WHERE NOT AVAILABLE. . \ , ,, , ,i �7 ::"' �. , �. i i � 11 4. , N �__, � , - � � � - I y % ­1 i� ,_ , , , , , - I - � � , ?;� ! � f I I", ,� -;- _4� �:�, � PHASE 4 AREA TO COLLECT RAIN WATER.WIRE SENSOR TO CONTROLLER PER � I' , APPROVAL . , � � -I-1=��­���4� � �. ___­­__. �, ,_ � ­ I I .�, %1.% _:,:� , �t, , - . �� i _____j � �,-�,.�-��ll,"-���1--l-11.�11-1-111-�,��,�",.,�-,-".-�------___...___---------____...�---'�l�'ll��ll"----1-11"�l�---11111"I'�,-'I-I-�ll-LI"'- --­­' ", , __ -1 'N ! :I :: - _., ­ ­ .. � ,� , \ I �� 11, � ' ' .','�� , � �4 �" �, � ( "' ­_� ��'�l­ ',,`�,j ��@I��,�' --- If � � � 1, - , �� ,�,­_', z I: �� ;­ - % - - . "'I"' � , ERS RECOMMENDATIONS.CONTRACTOR TO CONCEAL - , . 11-1 � - !, / I � - 1 4 ,"-- I- --_%�A�,`,A i��A �e,� � - 7 , � I �­�IM i i I I � -\ 7�,-i­I�',' ,I ,`-:�,��::,� , 'N i-4--np 1 �,__,� . __ , I I I I I --- - - � - - ,�,� q 11 11 � -,:,t ,� �i-"a ".-��r­`­ _,.,',,--,-" "I -: � - , I I f__j i, 111 j� � \ .1 - i IF I ------ ,, � I i I k �� M l� 1 ,_", mw , ,* � - - � � I - \\.� � ,�� ," , -If - I , , IN LO 0,.� �111�1_11.,ii � I.I i, ­ ,, ��­ - , � �-�­­---­­­----� ­­_­- - 7_,­­­�-_­.­,­­,­'- ___,_______, ,-,I lz-�­ 3 11 ;,' , !� I� 11" 7 'j, AND PROTECT WIRE FROM SENSOR TO CONTROLLER. _ ___ ,'' ,� � - , � , -" �_� ,�- ., "-, - --, I� _'," ,,,,-,,, � , . %:, " - ,� I':*- i , � * ::,�� ­ I ,% I r :�' , ";, , ­ ­ .'g, ���, I �'j I iq . i­ - 1 : � 1, , - - � - "'_1.%1:, 'I, .,� - 1___ - 11 ­,,� " _1i ,: ` , :, - �,A�� 'N I ­�5 1 �_. -_. . 1_��..�. ...v� `_� 11 � � -�"-"­j," 1"- �­ �,­ ­ 4.��`, ,I���'��� )�__: "', ,:,�- _:_�: " "- _­_'.�"I-��I I "", , i 1J`1w i � �_ - I , ." - 'F,��, ,,,�- " _,", 1� I :,! _,"-�__,-tii ,__ i,� , 41 w w 11­­ � I . � I , , A",�, �� � I _­ , _ , , � . � ", : T�.__­ � - , � - I(�j �. - A"!� ",�,F , , � ­ � " , I , . 1 -,I _` 314" ��F. - ­­ I � ­.-_-�-� "'; � < < U I I - A I . - I , , ' ' - - I � ....... . 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" , '_ _� -.1-11-1­ _.,­__�� - - � - /4'!E ­`­--- 4 ,;�- ,_�­ 1,1,;,I '.'I� � _1 I x : f I ­ - - I 4 � ,��-: I" I , r 43 I , 6, ' " \ ; j CLIO- _� "" � I . , ��, ,�%,�. � I , 1� 11� �L —I-, — ' a , , , , ,� 111��� � ",, ,� � , � � �, z� �� - - - ­1 :�4_� I :�"_ _' , i,,-,§ It .1 ,,, - , .� ��,�"t - �- � - , � n ,-- _� I � � � I -, ," ��_`Ill: — r_ �"."_�,:�_�,�n�l"- ,— i�.%' ,'�.�.M_� � �.. u L­:��_� ,_'X� �, ��,... ....�= � 1. -A I 1-1 PIPE SIZING CHART: N . _ �­0 � , \-, I �,\_ " S � ­1. ., ­� ,-I� � , � " ,_ - , ,, , , I I - I _j� i- � ,,:,:-:��::::,::�_ �"__­ T_ - -11 , \ � ". ,",L' I I t f I � ,­­­­­. �. ; 11 -�,4 I ­ -'i I " 1w z � -- - ----____ � � - � , � � , , - " I � - _ I -� ­-, I-- A "', Em . 'zi PVC SCHEDULE 40 IPS: 'N I I I ' ' ,p� __ �- �__­_,_- � , " � � ,.�,�I - ,z THIS SHEET ��/ , __." _�_ �, " I--------Jr""',�,�!, ---%� � - _111� �_�\�`[__111 // �I �,,,�,�,��­U, " _­'­%�! _� === 1 , � ""I'll � �,". -"- 'L :\1 � -I- '11� - �! __ � �i � == ,I �, ___ - ,�_ -- -1 �_r­ - A 3/4" 0-8 GPM H `� I �I %� I I , " ' ' f I.:� I � _,:-',I'll I ,z .:_- �_-- I :�:� ::� �' ,� I K2k, �\ 11-­Z/ -1 � � �! I -��%1,fl%.�- � � �,, - � z", . � � 1,,'A".%,7_,�_',1 � I I � H 11 --1 , PHASE 6 - , � _­­3f4"­f1 IRRIGATION PLANT HYDRO R I � � r 1�1 rn �1, I I �,W rw I _� I B V 8-12 GPM =____ I 1, �- i Il#1 " '� 'k ' ' " cn 1,"� W, il'_i� �,",.,�'. ��Pt _!,,,��_�t�": '�_�' t ,� -, C 11/4" 12-22GPM 7 ­ ­­-1- � � _ ­ _ ASE 6 �, ", �, �. �, �," % i � __ , - � I � � �� �"_'":111��"",-:1 - I -I - f, Cn — — _%_ — — __ — — — — — — — — __111" — — — — — , - ., I'A,�­ "I" I ­ ­ m �__ D 11/2" 22-30 GPM ,I 1� : : -_ — �11 � , I......� - t, , - - 1':_�_�, < ,� �_�, �_�, �_�, I � -----.—,,,,,, I , , � , 11 1­1_1 I� , / +0 ;--,-,-."""".-,��";",-C.l-- - ­­--��d 'i , - C-1 t 1w I � � �11 - I ,?"', ,�::"�%%� ZONE SF - - , _,�v , 4 - - - -- � _: :: 1�. - - - �_ E 2" 30-50 GPM Eff S� - �_______________, , 'Y `­` NO. TYPE TYPE SIZE GPM "' 1-- , � "'m ,,, I , i,__--i � 11 � ________� ", _; i.11 1� , I 'MI - -- -- "' - " - _ I III, ' "-,, � , [1- ,�-L'��,�l.,"�-.-��--",."-:.���"��,.I - � k . ......L--'--­_ , "I N �­­ - �j I F � % 1, i % , . "I 21,"I , i-I'- I �_ . , LLJ I � z �� I - . I la,� " ,�, ­', , - 1, .m I�1 � ,� ." - I I C�/, I� ,� A17 DRIP GROUNDCOVER 1" 6 2 625 PVC CLASS 315 IPS: "I � �� :�I� I �i 11 I- �, " H , � � 7� 1% 1�1 1�11,1,7 1�III� �, 1�- - 1- __ �`�%"..k I � - _ �,_:?`, & � �,�I-- ,7 ­; �, -------­N �1 " ,", 0 � : � . � m -I I, -,-- z � ,, 1. I ­ 11�� I ,; I �1''. � �, _____ ________,___n �� � � I� 1, �,,'��',-,��-"', 11­''I-11-111''. IS i"�_ % I " ­ ­�­,,­!j m I ,�, !",-- 7 �I ; � ;, -, 11 �jj I I ­1 1.11 � I ", ,,L --�- -, --', -,7 ,_%,,�k � . - - IS -I 11, I % 11 - ,� !:f�-:�"'::,:,:___-�_ I , . - I I I ­ '' �4 �_'11111 I ,�-.1 W�j, �i, , , z Z'm,�' ;�', IN' i��-- - 1 I_.I I..1 2 ­1,11,; '�,'k "I �, i . ' ' 1-1, 11, ,,, -70 GPM � . 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"__ � � ,� : - " ," - � -1 � . 616 BUBBLER VINE 8 4 217 �_P �1� "� �,,,"� .... _� � "':, 4 " I I 11 ­­ — - "­ --- S I , ,�� I __.......- i �� t� %f� I ' ' -11 I -� -�-.,%,�-,�­ � � ���- , I .". :�`:�4L)�)' - '.., I I 'N %,%'�� �, �,-;_ ,= ='n=7 __11'111­11�_,­In, _____, — -" "I � ,I : ::: I - � 1, % -­1­115 I- ., , '� :�4LJ, _ ­I "I I , L� -m,-,% " - , �1 V !:1:I : � I i'l,������::� � : %­!�j ,I�i 'N� it"' " , , I "".1%I I'll 2 : - 'i 817 BUBBLER TREE Ill 8 3 240 1 1, - , - I ��L�� � -I � --11 N 5,-, 1 � - L -1-11-i m I am I I i ,I �_ " _�,__", 1,�'Ili�:,%_1"- " , � - " §% - , 0 : �,� .lz � -- - , j'­_­_­,; i,I �1�� I i % a 4 j - - - , :,:�) -1 - " - - ­1­_ ­�� � ,�- , " �, . ,� �. , - I ..�,I,.:.� -I" ,� I, � I "" � I 1� � :::" I � 0 1.1-- 1, 10 1w ,� _� ;,;;":, am a J Lj I i : "I'll­"4� 1�: % , ,� ­ �I"F-1 as S,� I I , _ § ;T, " - # #1` 1, - �,,"',:,ml - I ,��, 1. , � m �\ 1 11 I � ��I I F� % # , -- . N I'll. I'll, .1 �-:: // �, z I . 1 ,, -,-:-,_1,i�i �'11 1,Z,!,_��;� " 1 -,,,,� ,.-"t , - - 6� � ,"I',-- t! 1, A IV #** �� - - I - I I� �,, Y --,-,-�I ,1�17 . B18 DRIP SHRUB 5 1 1,038 � � __ _­71, � I��_ , �, -, I 11, I � � I � - .�','���,--_ I �,I'll, , ,1- �, ,�- 11 N� 1 , � ---__- � 'I,'_,�'­f_.�:_�.T -,�,j�,, I I *__ , z �\ i 1: 11�,��," � , �'. 1, , , " , ,-"- , , , , - ­­ I s , ­�_,� � , , If* �1'1 11 _-, � -1 -1 ` � , . I - ,,, �'_' , " - - - �F� -", �-6- "" i i I I - , , ­ ­ _ , �wm Al " � , - , f" N , , ��_�, jj� - :­_­11 `_�," -� I'' , - GROUNDCOVER 1 112" 22 2 2,174 1 ------- - Y/ 1, , -_1, �, It __ k: '. , � Big DRIP � � " � � � !�,�: � va IN , - IJ �- -, ,�� . , I ,- e - 6 .1 , ,- - // w , , , � 11 ,� 11 � , '' % 1. p -1 � """ - _�, "- -,� ­1 Z­ I ; " ::1 ,7 i�/ "_.--"I EXISTING EXISTING PRESSURE � I - I ..,� 1. N � /_/ __ � � " ,j, � IS offil , 1\ �- �� -:,,"", , . � ''­' , � I, , 4 L­­� 0 2: B20 DRIP SHRUB 14 1 2,299 � �,, I 1,-�. �'; ,11111-1­1111t,i'. F)'' � 1_� . � � , I i� �1`Z'­�­­U�,�� WATER METER s * IN �, ,,, REGULATOR & , I ., I I ," 5 1�' , , N I , ) ,� � �` -_ % . 3 I 11 � - - \ ! I 11, " I 1. _%'.%,",�Z:-]I� ,_� * ill 1\ -,-" i� I a go 9 ,,`3 C) B21 BUBBLER TREE 6 3 176 \ � I ,F_�' - ,��,-" R r, i�1. EXISTING- " I a 11 , �. :`,,�C:-��7.'� _ k t, ill�1 I EXISTING 3"BACKFLOW 1" I's i ! 1_1% , .$ go - I � � I I I , 1. so � � I_ � I �,,11%'­� - .",�i �i�� ., IN 1 (9 1 ­1___,_"'!1 , WATER LINE x ,",� ------%--- as 0 was SEE s V"A fl— 822 DRIP SHRUB 4 1 956 ��\ i�::,.:, . I..� 4 : �� � -�'�'-_��, �­ �j �', L I ''- -_ a 9 'N 1 � - ," U I N � 1,�1 � I I",I�.4 U JtAe I < � '.11� 14, L.11 __ � � - - "I"F" 1� ,,� 1.,,, - ,11 I�T r�- 1� 1, Y_1"FLOW METER IN I � � - 11,� Ir � - I ' 'I'll, k N i, ._�,� � % ��-��_ ��'.�-�ill,��i 'Ill,1,_;. . � _ I ____. � � - � ,� ".� � '� �M ­­­­­--- '� _TC I, ,��,%, 0 _ ," �:-:;:��:,-,i�l ii _�­i' ______m 0 mom 0 ow "�_ ; B23 BUBBLER VINE III 2 4 42 N � � 3"STRAINER A A, 2 1 . l � :* �� _,_,_.,,,!_,__,. N , _--l' "' � - _­�_.'.,,I.""�""' _,_' , - - - \� � � ,". L__1 � � _-_-".,-_,A' -` , 824 BUBBLER VINE it, 2 4 49 �' -�I''..-1 .1 ­ 0- .1 1 1/4"MASTER VALVE , § I �r",,?,,,, LINE SIZE- 6 I 7,i�,�:5�,::,- � �'' � � I 1� 'U'' -1 " . - I ,- �, � r I��;��11��,I"�'�L�,1.__ 'I", �I If,111,11 , I - %_� %,1%'�,� 11__��,�,��zl r 1, �, 1,� (9 � � I � "I 11� * ill N I ­­­' " " _�� GATE VALVE # EXISTING MAINLINE 825 DRIP SHRUB 4 1 817 N �-"q­'.-_�-; ! - - � ., \ r�_��- , I 4_., ­1 ::-�, . " , " ­­�,�� �1 $,__� l,, � � , 4; , z ., __. �� , -A % " " " � �%�'; � . , _ __'�, , � � - � . � 1� ,", " 1, 17i,,;=, " , , k- - � "�, X o-1�11�,I-I � i � � � - h , t - , t� 0 1. i.,I-,-"-,-,. �� i 1,1,I,I�11 ,""';'C", , ,t QUICK COUPLER------ '6 # B26 DRIP SHRUB 8 1 1,679 , - - z - � - � �1, - ,,,, ,,� ", � I ___ I 4b i,..� .",�� , . 1. ,� �< %, " \ � , , ,, � — III), - %-:1 \ I. . . 4 0 :,-,:,��:::-: _` � , �� -i � :, ,, ,� _ �� '�' # N � I � �,­,�:� 1"�::�: 1- 11 -, ­­�­ � I * IRRIGATION LEGEND CONTINUED A , i ",.;;. I-_1. � ,_,/,,� _', 11 I I 1,- I".- � a , , � . 4 0 B27 BUBBLER TREE ill 8 3 256 \ � - . oo, I w ,� , �,, I ' ' I L_------- , .. .... . ft , , � 5 __ � ,%'-_ - - - , , ,,�, 0 � I"- ` ­� "� �,"',/", � , I - ­ '"' ", , � 4? , q - � � - � , , - - � ; 100 I - . m i ""', � ft N k-I�, � lf-�,,-��:::7:�, I �, , �, C."'. __ � � ,..,-.I ,,, "", _,1". " 4w a w 0 a EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION DETAIL REF B28 NOT USED I I -. I , ,- , . . It—- �_ -7��' ,� , ,_�,"I _' - R ,,AE 1%%-� ! �; ��,,T�..� V , I 11 , � I . '�` ',' S �- I , y"',- 1-11111--i ,� P,�L�z-L � I I -L� I,1,:,1,r ! , ��, I I, . , F"I � B29 BUBBLER TREE 2 3 64 , � _ I N i� � V I . .- fV I P.OAC. ENLARGEMEN"! � �,� � , I - , � I ." - - 7 NN �-__ ­,-,%, I ­ 11 EXISTING POTABLE WATER METER TO REMAIN,PROTECT IN PLACE I ­_­_ � I x � � , , ,�_ ,� 4 - X �, -, lo III � - - I I,- I', � 11z"1111__­­� %, , , !� , � � � "I -1��- - ! � ; X B30 BUBBLER VINE 3 4 70 I� ' ' - i i-I I �, ,� � �i i-I'l-A � IN ;11'1� ,"," ; , i-I ­ ­ EXISTING MAINLINE TO REMAIN,PROTECT IN PLACE ,­�­­. � i 1. � � - I WMI ffimm�m� m mm 'sam mom it� " m sm�2 Ems 0 Ed a sm 0 sam a m 5 am a ME m on m m a MR I NO a No a ME fm = w Mom 0 no a an m an a 5 B31 DRIP SHRUB 5 1 1,209 1 ,1- -,__�' ­, MATCHLINE, SEE SHEET L-4.3 ".6,111111 EXISTING - EXISTING 3"REDUCED PRESSURE BACKFLOW ASSEMBLY TO REMAIN, PROTECT IN PLACE 832 BUBBLER TREE 1,` 6 3 192 i r, EXISTING - EXISTING QUICK COUPLER TO REMAIN,PROTECT IN PLACE IRRIGATION LEGEND VERIFY VALVE STATIONS IN FIELD,DATA USED TO PREPARE PLANS WAS * EXISTING - EXISTING ELECTRIC REMOTE CONTROL VALVE TO BE REMOVED AND STA71-ION COLLECTED IN FIELD AND FROM LANDSCAPE IRRIGATION PLAN PREPARED 6-15-87 ER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. COMMENTS ABANDONED,CAP MAINLINE.EXISTING VALVE BOX AND CONTROL WIRES TO REMAIN, !,: SCA P,�� REFER TO IRRIGATION LEGEND FOR CONTROL VALVE MANUFACTURER,MODEL \� .I REPLACE ALL EXISTING GATE VALVES AND BOXES: NUMBER AND DESCRIPTION n, unliv. -1 = NETARM TLCVRWP6-18 TECHLINE OV PURPLE DRIP 0,010 30 DRIPLINE: 0.6 GPH EMITTER AT 113"O.C. x NIBCO P-619-RW 2"AND ABOVE: LINE-SIZE CAST IRON GATE VALVE,INSTALL IN NEW VALVE BOX WITH DETAIL A,SHT L-4.4 Cb �, wt�� 0 RW DRIPLINE INSTALL DRIPLINES WITH 2"SOIL COVER PURPLE LOCKING LID 1� STAPLES 24"O.C.,LINES SPACED 12"APART WATTS B-6400-SS UNDER 2': LINE-SIZE BRASS GATE VALVE, INSTALL IN NEW VALVE BOX WITH DETAIL A,SHT L-4.4 - �Q ,�,�- m ox () SEE DETAIL I&K,SHEET L-4.4 PURPLE LOCKING LID _j X 4 a r1­­_____11 NETAFIM TLCVRWP6-18 TECHLINE CV PURPLE DRIP 0.010 30 DRIPLINE: 0.6 GPH EMITTER AT 18"O.C. NEW GATE VALVE AT THIS LOCATION * 8 ewafff ate— RW DRIPLINE INSTALL DRIPLINES WITH 2"SOIL COVER �Iuoo_ STAPLES 24�'O.C.,LINES SPACED 18"APART " NIBCO P-619-RW 2"AND ABOVE: LINE-SIZE CAST IRON GATE VALVE,INSTALL IN NEW VALVE BOX WITH DETAIL A,SHT L-4.4 "' Date SEE DETAIL I&K,SHEET L-4.4 PURPLE LOCKING LID THIS IRRIGATION SYSTEM IS DESIGNED WATTS B-6400-SS UNDER 2": LINE-SIZE BRASS GATE VALVE,INSTALL I EW VALVE BOX WITH DETAIL A,SHT L-4.4 C 0 NETAFIM TLCVRWP6-12 TECHLINE CV PURPLE DRIP 0.010 30 DRIPLINE: 0.6 GPH EMITTER AT 12"O.C, PURPLE LOCKING LID ZL FOR FUTURE RECLAIMED WATER RW DRIPLINE INSTALL DRIPLINES WITH 2"SOIL COVER 0 RAINBIRD EFB-CP-R-PRS-D ELECTRIC BRASS REMOTE CONTROL VALVE AN ANGLE LVE,SIZE AS SHOWN,INSTALL IN DETAIL 8,SHT L-4.4 � � STAPLES 24-O.C.,LINES SPACED 12"APART WATTS B-6400-SS NEW VALVE BOX WITH PURPLE LOCKING LID SHEET KEY MAP ,&PHASE LIMIT, POST &CABLE DETAIL, IRRIGATION REVISION : 2124/16 &?)� SEE DETAIL I&K,SHEET L4.4 I I V ­ I �, - "I - I ,_�) (D NETARM LVCZ-150 FOR HIGH FLOW BETWEEN 17.6 AND 35 GPM: 1 112"CONTROL VALVE w/DRIP CONTROL DETAIL G,SHT L-4.4 � ­­­­�.......L"", '' � i � r-,.---,,-, �­-­- , 1_1 IN NETAFIM TLCVRWP6-12 TECHLINE CV PURPLE DRIP 0.010 30 COIL DRIPLINE IN POT TO COMPLETELY ,-,,,­',-.,�,�,,�',7, �� ",,,�",,-,'�,-�-,_,-�,�-,-.--'��,-,-'�--�"-""--���!7',�,,,,-",?� ,�LIRRIG. POC NOTE&LEGEND/TREE ROOT BARRIER NOTE ADDED 317/16 1 __ ,�_ - � ", I- � ,._,..,__ i /-1 �. , I � 7-�.........`_1___t,_"_t,_,,-,,, 4, 1 �� ZONE KIT, INSTALL IN NEW JUMBO VALVE BOX WITH PURPLE LOCKING LID i , I 11 I I I � :11, I I , 1�, 27K 1 � I I 11 � I I ­j , , I i �l " I - 4, -� , I RW DRIPLINE IRRIGATE ALL PLANT MATERIAL SEE DETAIL z � I f, " �, . -,� � I z .,___1 1, 11 I'll_',6,, , " I �� ,­ � �0 - :1 � I ! ,­� � L,SHEET L-4.4. I I �­� , � � � L I (D NETAFIM LVCZS8010075-HF FOR LOW FLOW BETWEEN 4.5 AND 17.6 GPM: 1'CONTROL VALVE w/DRIP CONTROL DETAIL G,SHT L-4.4 �J_� � - - , - , ­ - - - �� � - , I 11 `.�,? i!, I", I , lo"", - -N., 1% i I;il : - [1, I If, ZONE KIT,INSTALL IN NEW JUMBO VALVE BOX WITH PURPLE LOCKING LID __",,1,"�'I, , � I ,I A RAINBIRD 1401 PC FULL CIRCLE BUBBLER BUBBLER O�25 30 ONE BUBBLER PER VINE,SEE DETAIL M, ,�4",1 6 r ­ � � 1. " ,�, I I I , I � � ILL — — "I � ;1" ' DESCRIPTION OF REVISION DATE CITY , , : I I - - __�j - , I , .­ , �"\ � . SHEET L-4.4. "'N' I .��......LLL - , � L � _1 _ ,,�,7 � I - APPROVED .... - 41) NELSON 7645 3/4"BRASS QUICK COUPLER VALVE WITH ACME THREADS AND PURPLE LOCKING CAP, DETAIL F,SHT L-4A I ,f.".! L , t",� I 1,�11�� _11", ,-,-,:,-,,�-,�-:-.-�z,,�--kY�-��,,-,--'-,,.-��-.��, ­__ �,,; - 11" � � I " �­.-......-------- I ,�:, , " - 4,�,; 1 , �� "Z_1,1� ,�_­_ -�,,,,��,-��-i--,�----,,'��"-,-L,-',��% - I � - , --�f )',- I I I I IL I - ­­1 �,,��`:­ -- 1;'l" :1 J- �' I "` � ," " . ---------�-------- `�-,- , z �_ � �,,, � :"N"q-1-1 , "' --- --- �,��� WITH(2)#7641 KEYS TOTAL,INSTALL IN NEW VALVE BOX WITH PURPLE LOCKING LID L-,�".i" 11 ".- � , - RWS:36'MESH TUBE w/4"GRATE AND �� I 'n., .�i�, 1_�;11�.'11__1",_1"1_ � ­1111-11 11, 7V , �� ------- - .1i 1� 1 - - ___,_�_,-, _p:,,,,,-- ­­ ii _ .1 � I j Z, , -,, � I I , 7: I " ? " LL 4/,C��", 1, . _ I � _­` �_ 1 I , e- i," 0.25 GPM BUBBLER 7-t , I I I I i� �, 11 ";, ,11 i � �1,14'1� ". ­­1 ­ I ,-,� NOTSHOWN NETAFIM TLSOV 17MM MANUAL FLUSH VALVE TO LOWEST END OF EACH DRIP CIRCUIT IN 8" DETAIL J,SHT L-4.4 > 'A i . si � � - i CITY OF RANCHO CUCAMONGA /,, i I-- ! ---"" :_,_�______�_' ,­ �' C,7�,"�,:�� Z� � .,f "I - 11­11�­­ ,� I ,�­, INSTALL 2 BUBLERS PER TREE. < I; �� -11 � F 1�==_7i, �,�,_.� 1� ,� ; � , . 1; i� : - I . , I- ­­­1._1­11__­­­,­' I ROUND BOX WITH PURPLE LOCKING LID z � , � I 11 i I I �i I 1;;, I I�, k ik�,_�l, - SEE DETAIL H,SHEET L-4.4 3 � j)U �� -J�(';,;�',,�, ", .t � - , -, __ - �� '11'11��-4; �------11!1'1.�,,,l ", ; ' .. , , __ � �� ,� li�Y, U. , - ,j ­1111 '! ­­z-"";*�, '/ ­_I EJ , _'-A___, __�,"� I -4' � 1 ��L3, ; � ge,,- ," 'r- 11, , � --_� ,",1� I _,�_ � �i 4 " - 7 1 ��1111 a",_ �11*4,_I !:�,,�, — -­­�4_ ., I I � ET2000e-32-LR-RRe 32-STATION IRRIGATION CONTROL ASSEMBLY IN CALSENSE SSE-R WALL MOUNTED 44 ,, ­,_=�,1,",'-r�1'1,1� 1�" , -IiI, w 11 j ,; 1�,�'11 , , - � 1� ",�::_,�, ,�-,w�­�,-_m�,., C,01,1�:,;` � , - , , " CALSENSE DETAIL C,SHT L < � � Z� �� ' ' � �', I � _ 11 � � CIVIC CENTER RENOVATION 2: � , * ,"' . ^­O�,D­,t Nt',,_� . I- - i,q--�k-,�7,`� O��,�,!," I ­K.Io.�It,�� .jl�li'i- , 4"Z' A- " �, I _'N _� I. ALL EQUIPMENT AND VALVE BOXES SPECIFIED AS RECYCLED WATER(PURPLE) FOR POSSIBLE FUTURE RECYCLED WATER SYSTEM. i 11 3 11, * , I - ,"-, i lt,,01W, - _� "'I"" "�,�"",�, - - '�-��,­_,L,? ' ' - _�� I', ,� NOTES: LIL TP-I and TP1 10 ENCLOSURE(EXISTING) II, " , ,;� . _� , �� " 1,, P� , i � �6 �,�"-��, 11,­ --l"', - i �t:1 ���,,, "I", ," � ;:, ,:i��,'_i�-,_,:,, �I I 1. X_ 11 ,�". .11 .1 I- - I !, 1,�­ � -1 . � -r 11-1.........�,� ... r :�, � *T"__­ j " , � � I F��, �� _­­­ ­11 .­,,_�"IrA.; � 1��, I L, " �7 i�.;�i � � �� t -----L-----q IF � � , ,�, . � - "_ ­7 ­ , I - i , ,�x , 1�)1'11�,, I . -11 K:� ! L 'j�"� � - ol,_F,�� � , NE CORNER HAVEN AVE & ,� 1 2, LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE SCH.40 PVC PURPLE LATERAL LINE,SIZE AS SHOWN, MIN.SIZE 3/4",MIN.COVER 12" DETAIL D,SHT L-4.4 � I I i ­1 i3O­7` I---1 I I—11-1.11-11: �! :� � ,� � � I 1� I �� � ­ - '�I� ,� I �',, m_____ I , 1 � I- I �, � 1� 11 �� ;I ,-, � _Y] � z I �" I �T I �, � I , *"`ZN,_F �, r � �__ CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES, VALVES AND EXISTING LANDSCAPE AREAS THAT ARE DAMAGED " � 1_­­__1­1__e11_=__=_!1_ CIVIC CENTER DR ====== APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS DETAIL E,SHT L-4.4 , ­­11-1---i Ily I ", �, 1, I 1� - : I 1�� I 1�1 DURING CONSTRUCTION. ALL WORK SHALL BE COORDINATED WITH THE CITY'S REPRESENTATIVE. �1\I ; 11 ­1 __ ', ,� _____ '' . . I. �, - � � i I I 7. 117 1 ;. � � �,�­ - ...------ V","I I I ,___- L=3— I_',__�:,, �_�_,7_'�� tillillillollillillsoil OTHERWISE NOTED r—1: I � I ­-- __ ' ' � __ �;-------------­­­. ��.­_�l= i� ,i � .,� �, � � ,k­�- =f� � I _� �,-�.�,-1'77- I , �,I � '. , I � .__,z_:��_--�:- --- I i�_�'_,�� �� II - , ­ I I T, - '.I.­­­-,11 11, i � I -, 11 ,,�, -1 , � I I _ I � � - -11�_71- "�Z,�__� ,:,­___.­_ -1-1-11 I �_'Ii�'_�,, @ WILKENS WYE-8-YS-300 3"STRAINER PER CITY STANDARD DWG.NO.517-C _4 , �,, - �', `�, - ­,"', 11-­ , IRRIGATION PLAN 1 , ,_ _7 � I � ­_­1:1e_1_­_­'_ ___r__,� I-- ­�_,­__ � 1 ­ 1 underground Service Alert PLAN CROSS REFERENCES _-_1 '% " � �,1111­­'111�1 I'll -, _,`�'1141 mkmm,,,lA,�llI,I,lll �,,___,­_­,_ ­ �-W­��­ � I �& CIVIC CENTER DR I 1—�",-�",�,-''�����',�'�""",�l,f _-, r CITY STANDARD DRAWING NOTE: 11 , APPROVED BY: DATE: 0s1051zQ1U 1,1�!, --- � 1611�11 , - EXISTING - EXISTING PRESSURE REGULATOR TO REMAIN. , 1� '. - � ,�i - . ­ , , CONTRACTOR)S RESPONSIBLE FOR OBTAINING ---I-, -_ ,J?_111_ 11 , GINEER C-1 RCE No. 67514 FOR NOTES AND LEGENDS, SEE THIS SHEET 1, � ,",,� - 14-, CITY EN (___��� , ­ C3 Call: TOLL FREE CURRENT CITY STANDARD DRAWINGS FOR USE 1 U , �­ FM-1B I"FLOW METER PER CITY STANDARD DWG.NO.516 'I, �I , :�, _____ FOR DETAILS, SEE SHEET L-4.4 AND L-4.5 DURING PROJECT IMPLEMENTATION, ; � 1L­_1_.__,�-:1'1,' RECOMI�4ENDED � "" DESIGN AIRCHITERRA DESIGN GROUP FOR SPECIFICATIONS, SEE SHEET L-6.2 S SUPERIOR 3100-RW SERIES 1 1/4"NORMALLY OPEN MASTER VALVE GPD/JLP - LANDSCAPE ARCHITECTURE '0')� FOR CORRESPONDING DEMOLITION PLAN, SEE SHEET L-2.1 --- SITE PLANNING — to 1 -800 FOR CORRESPONDING DRAINAGE PLAN, SEE SHEET L-3.4 _____ !!!I����i,i!il� '���i���'i��,�"'',!";:i�'':',, I 0 1 O' 20' 40� 80, DRAWN 221-A TRADEMARK STREET SHEET -.---- -_ . - RANCHO CUCAMONGA,CA 91730 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEETS L-3.1 POINT OF CONNECTION NOTE: WFAINNEM DR (909)484-2800 FAX: (909)484-2802 L-4.1 OF 27 FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-5.1 CONTRACTOR TO INSTALL POINT OF CONTACT PERSON:JOSIF PELAYO TWO WORKING DAYS BEFORE YOU DIG .& CONNECTION EQUIPMENT AND WIRING TO - "' I I CHECKED RLA NO. _ 2834 DRAWING NO. _", - -7- --:__�; I I �:�����. CONTROLLER AS PART OF PHASE 1 .11.1.11,11111....l� SCALE: 1" = 20 JRC/JLP DATE - 9/22/15 JOB NO. 1338-cc 2418-L L_ . . ,. --.-- ----a .. . -2- I I - , I I.-I-Ill ,I..- M1IlII1il1iNk2FI0l0l;lf1ItI;Ii0l I . PROJECT Sheet No. / � of �-7 . I L{ iT - n �'�''�"°�"�'^�"�''�"'�"^w'n,'�.�,'�'s..'5,�"'�'�'��"'w"'�''�"�:�''�"v`*�'a'�'+�"�"'a:�.�'�''�'w'w"a"�'��"�'�'�s"�a'�'�'�*a'.�'�'�''n'a,'.�""�..**�"��,'�.'�k"�."'�''��''��"'�''�"�'�"`a'4'^+,''q"'k"+e'�.'�.�w"�"*,''�;.�'`�"'+�'b.�"'�"�"�''�;�"`�'�,'y>"'a;�'�''�'�:�''�'�'�:�"��.�::�"�"w,"�'�''n'��'t,"�'�."w'�'�'°><''s`��'°���, ' .' �. _.9_. .;..rr.. -_-__---rS _-�-:�:- -..,--_7n .,�: u ..-.-._-- - .- .�a -. -. _. ._.n._.: .-�..3:. ,_..,,.... .n::.._: --;-;. ;r,, _..----.-�,.., �` PIKE � f�JJ HST. -F ,�:a f ' ,`�..;� SYMBOL MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M, P.S.I. COMMENTS PVG SCHEDULE 40 IPS: _.,.... ,., , .ry. ,....:.. n ... .. .t:....... .....»�. _..... .:: ,......�.: ......� ,.._M:.... ;.. ,:..:.:L.. �:,,..,.� ,..... . I A 3r4" 0-8 GPM P �1 � >' <_, 3/4" 00��a.o,a,�, NETAFIM TLCVR`NP6-18 TECHLINE CV PURPLE DRIP 0.010 30 DRIPLINE: 0.6 GPH EMITTER AT 18''O.C. B :, ^=,,�,a,po^a HY�R 1 8-12 GPM `,.,.� ,..,1-' ........:.:. .. ...:.,»::. ..:.:., :. ....:.... »,m_..-. _ _.,.,,.. ::.......w -�:.�:.._._ �._� ,._...,...-.. IRR(GAT90i� PLANT 0 _4 __..... ._:... .....:.. ,-.,: ,`: ` ,` � � � � a ° RW DRIPLINE INSTALL DRIPLINES WITH 2"SOIL COVER ., _ ;. .� C 11/4 12 22 GPM P � :.. , �,.� t , ..�. . ,,: ;,:>> a �,,. .:,,, .. ,. +. 11 � It .:^,. N TYPE TYE�I=' IZ� OP�IL ZON':E SF ,� .,�.,�..�.H._:_A .. ,>�.,...;�k.,. »h,. ,,,..,:...F____ ,�' .___. :��,._.,:._.,... _.�<.t. .>a<,,,,;,,,,,,,, ,,,, ' _��... __ :' :, •�� ^�°,�_�� STAPLES 24 O.C. LINES SPACED s2 APART 0 � D 11i2 22-30 GPM ' E 2" 30-50 GPM >:� �, 3i4" ' z� .::. SEE DETAIL I� 4C,SHEET Lm4.4 ,...o.a�.:s : L .1..,., r.: k 5; Al DRIP... ..... SHRUB 1" 3 1 587 4,: .;# 3/4 ,: ;, PVC CLASS 315 1PS. ::,,,a�;; _ r< .,, �r�w,_. �, ,a�_,�=a a�a. NETAFeM TLCVRWP6-18 TECHLINE CV PURPLE DRIP 0.010 30 DRIPLINE. 0.6 GPH EMITTER AT 18 O.C. A2 DRIP SHRUB, 1 4 F 2 1/2" 50-70 GPM .a4, � �• _., ' ��` � °e°:°�°a°o°e „ '` � ,,,,_, �s <, � RW DRIPLINE INSTALL DRIPLINES WITH 2 SOIL CODER A3 DRIP SHRUB' 1" 4 1 855 G 3" 70-100 GPM `��� � ''`s y;� �,'_ STAPLES 24"O.C., LINES SPACED �$"APART : � ; • .'� "' € SEE DETAIL I K,SHEET L•4,4 A4 BUBBLER TREE 1" 10 3 304 �`.� � }� � ry k i. ., ... :: A5 DRIP SHRUB 1" 9 1 1 981 � } '` h :� �,� , ;: NETAFIM TLCVRWP6-12 TECHLINE CV PURPLE DRIP 0.010 30 DRIPLINE: 0.6 GPH EMITTER AT 12"O.C. � � a,,,z.� RW DRIPLINE INSTALL DRIPLINES WITH 2"SOIL COVER A6 BUBBLER TREE 1" 9 3 288 g y �` STAPLES 24"O.C., LINES SPACED 12"APART A23 NOT USED - � �' SEE EYAI'L I�K,SHEET L-4.4 A24 BUBBLER- TREE 1" 6 3 192 °~ � = �.g ,;�€ NETAFIM TLCVRWP6-12 TECHLINE CV PURPLE DRIP 0.010 30 COIL DRIPLINE IN POT TO COMPLETELY B1 DRIP SHRUB.. 1` 3 1 720 � � _ RW DRIPLINE IRRIGATE ALL PLANT MATERIAL SEE DETAIL r •� a..,.. L SHEET L-4.4. B2 BUBBLER VINE 1" 4' 4 112 �`�- °'� ��;. �,�, �<, �P"� � . '�:.� , .a ,. � "� " ,�,..-:��_,. . � .,...: ,.. .,_.. ,.�,u-_.<�� ,. , ��_...., .: :,,.:. ...�;, �., ,. . .,. ..,. <. .r <<;=s,z,> '� PC FULL CIRCLE BUBBLER BUBBLER 0.25 30 ONE BUBBLER PER VINE. SEE I�EYAIL B3 BUBBLER TREE 1 6` 3 176 ' ,. , zs. € � �;_ RAINBIRD 1401 , _�.<E __ Ix � 1; °� SHEET L-4.4. B4 DRIP SHRUB 1" 2 1 488 £NgN £ ,#3 ._ ,, . >'S�. { �/ � ' € � 2 RAINBIRD RWS-B-C-1401 ROOT WATERING SERIES BUBBLER 0.25 30 RWS:36"MESH TUBE w!4"GRATE AND B5 BUBBLER VINE 1" 6 4 168 J ,tat' �, , _< � a. ,t �, .> ��a tiE a #� B6 BUBBLER TREE 1" 5 3 144 ;_°� ;� .° � i4 � 0.25 GPM BUBBLER y � �,-a �_ € r� ��� °' � INSTALL 2 BUBLERS PER TREE. B7 DRIP SHRUB' 1" 16 1 3654 =ra; '� €> > a ,» � � �' 3� SEE DETAIL ,SPIFFY L-4.4 �,< ,_ s EL� ATE�3�AL�E: s B8 BUBBLER VINE 1" 3 4 91 xb`<� ; s� RELOCATE B3 VALVE BOX TO PLANTER � € = '> �, H a t„� � <� AREA AS SHOWN,REFER TO DEMOLITION �` `• B9 BUBBLER TREE 1 -3 3 80 ��,�,.' ` �?• PLAN FOR EXISTING LOCATION. �E k.,". � ; � 1. ALL EQUIPMENT AND VALVE BOXES SPECIFIED AS RECYCLED N/ATER(PURPLE}FOR POSSIBLE FUTURE RECYCLED WATER SYSTEM. B10 DRIP GROUNDGC7VER 1 7 2 702 ��:. � � '°.�€ _�,; ''� &p�<� �€€ y;: s � 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE N°YC4 _ ::� ::::� .: k 6 _: ,_ „ . rl: _ � IS CO TR CTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES.VALVES AND EXISTING LANDSCAPE AREAS THAT ARE DAMAGED B11 DRIP SHRUB 1 12 1 199 ��,., < .y }� €I � ��, ; ; � , „ �, CAUSED BY H WORK. N A �"` _ c „` ;; � ' = � � DURING CONSTRUCTION. ALL WORK SHALL BE COORDINATED WITH THE GITY'S REPRESENTATIVE. VERIFY'VALVE STATIONS IN FEELD,DATA USED TO PREPARE PLANS WAS �"EE � ,� � � ;� s�` COLLECTED IN FIELD AND FRC)M LANDSCAPE IRRIGATION PLAN PREPAREa 6-15-87 E',',� �r �_ ,< '� E [ST�N ��JETI�7N LATERAL l..lE I' � .. �, „ E `� 3i4" EXISTING LATERAL LINES AND SLEEVES �� � •;� 3= `; �.� � 3 ,� REFER TO IRRIGATION LEGEND FOR:CONTROL VALVE MANUFACTURER, MODEL _>2 a -.'_ <:r; :;, >. ��,�' <_� a; '� CONNECTING PLANTER AREAS SHALL BE L•; a k _ ,: <. .. _. ;. > _ �; z'>>a >�. ,,.,�>•>k s>:�<• ; ' <;;:.<_ >. ;z �; EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION DETAIL REF' NUMBER AND DESCRIPTION �{;,a o a,a ,. x`a-`�k :: .....� 'z. � ,.-..... ,tom..s � %`.,....,..-.,.................... .z, :{ UTILIZED WHENEVER POSSIBLE AND �.;.�. , �,.,a m.�,..M �, , »::, ;: .. ,_:» .....�. . ' ».�..,.,.,_;M.. : ,, �., �,;:�; y ,,:�_w ,..,,a ,ro,r „ � v , a o � o o . . . . m. PROTECTED IN PLACE. IF CONNECTIONS �.: a � �,;e ^, , 7 _. � ,_ ,, < _� .:.r a > � b : �;� �.. „�� �, ;.• : ,,<> :. � ,a a__�°I�'; --E-n� �.: � EXISTING POTABLE WATER METER TO REMAIN PROTECT IN PLACE SHOWN ON THESE PLANS CONFLICT WITH ww�. ^. ._..:, -> �,.,-aw WY; .. ,,::,:;:. ,,: ..,...�ua'l. µ � � ;"., � ^..:.�:. EXISTING CONDITIONS/CONNECTIONS THE •' >; `' "•` ' CITY'S REPRESENTATIVE SHALL BE MADE � � � ''�" """ EXISTING MAINLINE TO REMAIN; PROTECT IN PLACE '�: AWARE. IRRIGATION DESIGN MODIFICATIONS � � � '""�� - # �� EXISTING - EXISTING 3"REDUCED PRESSURE BACKFLOW ASSEMBLY TO REMAIN, PROTECT IN PLACE MAY BE MADE IN SUCH CASES. ��"; EXISTING - EXISTING QUICK COUPLER TO REMAIN,PROTECT IN PLACE ' � �� (- -; � � ''� EXISTING - EXISTING ELECTRIC REMOTE CONTROL VALVE TO BE REMOVED AND STATION ' � �*a� . :., '� :; F > N V _ .. s_ _u».,__,.,,,,..�„�-,.4.._,�„�__w..- . .............. .. �..»..�».:..,�..,��.:.,...�.:.,. �. ABANDONED CAP MAINLINE. EXISTI G ALVE BOX AND CONTROL WIRES TO REMAIN - ..�::,.�.�,.�. . ,.::M,...r, , , 44 . '...; ::,k:.,ry. a _ .. .�.... a .. ::;. _ o .. .,.:.: ...4e w.... . c.....a.... .:....a....;, i�..::..: .,° -.n:,k f ::' ky'�;. .'.L ar.a^... 3..yt>°....• 3 ry� - .:\. n: .:.. a ::::v ... ;.,:> ::: ..� .. �. ::. e:.: �� ::.:,..•.. :: L:.. . ,....^ >k 3 �.'� .4,.,._�..-. ....,..» •�».: .,,,»;;, ,., ,._.,Y �.,;.n. ...».._u� .�... ;� _..:_ �,.h,��Y,. REPLACE ALL EXISTING GATE VALVES AND BOXES. ,,.:. a<� � ,,., '' D BOVE: LINE-SIZE CAST fRON GATE VALVE INSTALL IN NEW VALVE BO x. <; �, NIBCO P-619-RW 2 AN A X WITH DETAIL A,SHT L94,4 ,: `�; yy PURPLE LOCKING LID I!. :,�--.-�.-�.�.-� ..� ....... �....�. ...............:..�._... :: - ..w-�w::;M> . ., a{ WATTS B 6400 SS UNDER 2 . LINE SIZE BRASS GATE VALVE, INSTALL IN NE4/VALVE BOX WITH DETAIL A SHT L 4.4 ^� a = � >� s `�� _� � PURPLE LOCKING LID ». : .,t.. ..,,-- -'.......w. � ..,:. .. «.w:::Cf 5E .. j..a i "ee '. ��;r r� I€ -' e �"� ;�"; �; NEW GATE VALVE AT THIS LOCATION ;;, ,:: ;, _�=�� r� s �r �x.. � �PV Y�� � NIBCO P-619-RW 2"AND ABOVE: LINE-SIZE CAST IRON GATE VALVE, INSTALL IN NEW VALVE BOX WITH dET�IL A SHT L-4.4 �� ';� �� �� �� � P :� PURPLE LOCKING LID �,� i .,, ^,,v^� � WATTS B-6400-SS e RASE GATE VALV NS VALVE BOX WITH DETAIL T L 4.4 E, UNDER 2"• LINE SIZE B E I TALL IN NEW ASH - �,:� s; :� _ �b ,` � � PURPLE LOCKING Lln. °3 '�. 5, 5'5 �_ {(_�'� RAINBIRD EFB-CP-R-PRS-D ELECTRIC BRASS REMOTE CONTROL VALVE AN ANGLE LVE;SIZE AS SHOWN,INSTALL IN DETAIL D SHT Lm4,4 a�r� � 5£� I� �"" WATTS B-6400-SS NEW VALVE BOX WITH PURPLE LOCKING LID � "' � NETAFIM LVCZ-150 FOR HIGH FLOW BETWEEN 17.6 AND 35 GPM: 1 1/2"CONTROL VALVE w/DRIP CONTROL DEVIL ,SHT L-4.4 ,, I �" -'' ZONE KIT, INSTALL IPI NEW JUMBO VALVE BOX WITH PURPLE LOCKING LID .. � k ,� ��; �` £� E 5 ^e0 , NETAFIM LVCZS8010075-HF FOR LOW FLOW BETWEEN 4.5 AND 17.6 GPM: 1"CONTROL VALVE w1DRIP CONTROL DETAIL ,SHT L•4.4 ��">� ti � �� ., �� � ZONE KIT, INSTALL IN NEW JUMBO VALVE BOX WITH PURPLE LOCKING LID #k`'. :5 f : �2 � 7tl Tc iY,=� , s £; � �� ;� NELSON 7645 3/4"BRASS QUICK COUPLER VALVE WITH ACME THREADS AND PURPLE LOCKING GAP, DETAIL E,SHT L-4.4 �k,o� ' ,:� < �� � ,; ,� "� WITH (2}#7641 KEYS TOTAL, INSTALL IN NEW VALVE BOX WITH PURPLE LOCKING LID ' � ,�,<� �a � r� , �� �� s �'z NOT SHOWN NETAFIM TLSOV 17MM MANUAL FLUSH VALVE TO LOWEST END OF EACH DRIP CIRCUIT IN 8" DETAIL J,SHT Lw4,4 � � �:32 �x �;� ,{ �'�-jl' �°� � � ROUND BOX WITH PURPLE LOCKING LID . . ; , _ .. .:, . „ � n a - =r � a-, P P �1 � s_ : . , y ,.� :: . .: ».,> : �_. .. R R e 32 STATION dRRIGATION CONTROL ASSEMBLY IN CALSENSE SSE R W M _.- ,. , x a=, a - ,�_ v � .a � � z n, , , u H� � E ��. . a .,� ,��i` � .�� s �> ��L � A � CALSENSE ET2000e 32 L R ALL OUNTED DETAIL�, SHT L 4.4 <. ... � � „w,..., uF ., ,,,.. ,,. k � � :,N`C k i ,°o ,; =a <� v �;� �,s� ,�: �L� _ _� TP 1 and TP110 ENCLOSURE a M1§�,'� v :. : `. ®, a =� � APPROVED SCH.40 PVC PURPLE LATERAL LINE; SIZE AS SHOV�IN, MIN. SIZE 3(4", MIN.COVER 12" DETAIL D, SPIT L-4.4 's .. '� R�' � > �: � � � �6 ��,� ______ APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS DETAIL E SHT L-4.4 �.� � �'�;, a h �r,�,, `°_�•. �` riffs �.: OTHERWISE NOTED ^ ., < �N.M . : .) »oa�>��� ... : *sue � ., .,yf s a � ; ` bad a: (fi :»w ..... .... rw .� : .. _ _ / ;uu _-_.r ; <. .::. ...,,w .: -°� ^x � q a - ,m,..o.,S, .? a .� -- a : a :� ...�. a�r.,. �� , � :, > < >. v € > E, _ _ : .,,.._,,..u�._.. ..._ , ., .., .i Y. m� .� ..t,. ,�...� .swz xmar,.icFak- t. .:. .. a. .;. .Q a= i ^ � "� ,.,..,. 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N,;_y,,.,•�.___ un�:he:��=:a=a-aa.. -- � ($ -.. -- -__. - -__--- Re wal Date � ,: <� �,. � �, ire-L61�ECHE �'AL�'E: �� � -�A�.� �: � :, 4 ,- _$ � I I I I �'� Date -�� IN-LINE CHECK VALVES TO BE INSTALLED WHENEVER ��'� �;. ��',<w �4j`",��;� ^.���.�,.® �,.� <�` �'a '$;�� `� �'� DRIP SYSTEM EXCEEDS 4.6 FEET IN ELEVATION REFER .. -�,., `..-�.� �.v'^, �� ��4°x � .^�•o a..�, a-° ���� �`�'' �� \F� TO IRRIGATION LEGEND FOR MODEL INFORMATION. '` `" "mow `" " �. a �.,. - a ® •� a - ,,,,� h.,.....�.., ...» _ . ` ,.� � z »_ �� �� .,, `� = eY,; PHASE LI(�IT POST� E MAINLINE TO REMAIN PROTECT IN PLACE. �.:. .�� "-,:'� _ �o�,-, ,1-�. ,_� , a ,.�� '• ,�; EXIST NG � CAEL DETAIL. IRRIGATION REVISION �.�--. g�"y .: ,r . ^ . a ,.. � ;, ,., .. . , >, ,. �� .:: :.. : ;t /TREE ROOT BARRIER MOTE A��IE 317h� /j'f(/�/j ® .. � .,. e z>a :: G is i 1 :.> �. :. � h�' } 1., �V.1 £ _ -,.1r--m"i q :3. ' 'V„ ® '. `;¢..o...a<. .,.. 4 a ,Inv,..:a"' :�.:.��^ .:!y.: /c" Gy'�ni � .3 i > � + , a a .. > , .,� ^' - , �,, : : � _ . ,, °aa .�„ a ,9= r ,,a <, .� ,, z ` , ° °� �� �� +�Z _� � . . r ,. ,t ko E�ITI�d �"AL°�E T� �E RE�LA. E�, ..:. .,,^,<. .,n� ,� _ __<°° .:-; � ^ :<' F �, ;, , �a,:, .: . � �:9^ ' NEW REMOTE CONTROL VALVES TO BE INSTALLED ` a °''° a=, u..,w.� ,, .,v..><;` °` ��•,'� .,-, ., :�'��.� r`� f ,��, i _ - .,3.,, III' ' , ;;. \ �+.�. v;,.,=as.s:., _+ as .,�°.,..;:e:°a"fta�.a.=�v°, .' '.T"> a a -,o_a�..: ,.as„_:'„_,�ose 'v<::. „I 'w .. ,;.; -.?:�`F::^ s.";X'";'��"�'�:c '3'a1 z. � ---- IN NEW VALVE BOXES WITH LOCK G L S ,,. . t �. � . � ^.„ ,aa ,., n ;^..�. F_� a :,. � �n � r %M;^3t I _.:. >_ RECONNECT TO EXISTING SUPPLY LATERALS AND ,. ,. �, .; ,," _. . , � ^ : } .,. , ;, �> . " 4� � "ESQ, 2 �, , INSTALL NEW IRRIGATION SYSTEMS AS SHOWN. �, .: a,�x. ao.,F�:, E .�...,^ yr� � :r� f � t.t.€ .1.,: >r---- -�-�-�-� _ "° ,, <: ; ._'�.-; 9^ "ti ,a a:"4 ..: � ^�a..a: r a o a:: >,.;� .'y}, �'i. i� qb',�5°�'' E! -xi �_ y, _ m b -, a,:e �a a,ate;.:. .<! .'�. � ,....».......:............��.,.c"_.,.-"� -- -..... ,. �:::.,. ..,.. i E ST N� E IJ�PET Nt�TE. i ALL EXISTING IRRIGATION EQUIPMENT THAT IS � ..,,..:., :r,��� � , ��, o'o��� ¢ ;. � s,y:± `. .,fix ayV > BEING REMOVED SHALL BE RETURNED TO THE CITY. a�'y � € ;.�,. ..��*. -~�[�5•y� p� " J��.��:o, a �1���, � � .k��i) '' __- "�,"4'`3`r"' '`a.'�'S.'`'k"'.°`�$"°k�"ti°�'�'4`;s.'S''�"''e'y'M:'§"'m"`'*+a ,(fig '.� n�p�`� _� � ¢ „�`� yak. �"'-L�c�E'^ps.a`� ., j� 3�K., �f�1 ��� '. :v . : k £> � ,, i ....:::.:F�s <; �� . ...... �1� ., EXISTING VALVES THAT ARE NO LONGER UTILIZED � `; ,. �� � " SHALL BE REMOVED AND RETURNED TO THE CITY. _ IRRIGATION LINES SHALL BE CAPPED AND CONTROL �' ��' WIRES SECURED FOR POSSIBLE FUTURE USE. ,,, �.:�...''+; .c; �_. .,-- _��_. . _ - .,.�,- �G ar �� � r .� _ -_ CIVIC CENTER Df� �p�j/J�,F" LANDscAPE ARCHITECTURE , , F � C� LEES I T � NEB L�4�.� a e � SITE PLANIIVING PC? " f� �F�ILA � � L-�,� L� L-4�. � 1C� �O 4a SO �I��w� �o��1-A TRADEMARK STREET s�E�T �gyg RANCHO CUCAMOTUGA, CA 91730 P � PIPI �AI��J E SHEET` Lma I� (gQ9}4s4-2�oo FAX: (Dos}484-;?80� P� �RE �'C� IC�II �E �Lf�' � 1 PL � SHEET L- coNTACTPERSON:JOSIFPELAYO � Po 0 P RE � I � T �1TI��J PLf� SEE HEFT L- .2 ����I1+1',�t�i�Y�r;Fi,',°'t, �°,:' �Hc �1� I��,A�c�. �834 Or�.arr��era. a'� ' ' T F��I [� �'� �EE �i YIJ �I� ' P HF�EPL�� PLT' l' PL:A,6° , SEE HEE1- L-5.2 ��>LE: 1" = ��° J��IJL,P SATE �/2'�/1� Jca� rao. 1338y�� 2418-J, ,� ��t w � . I I RECYCLED WATER GENERAL NOTES 1. ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE AND MARKED RECYCLED WATER. 2. ALL VALVE BOXES MUST BE PURPLE AND MARKED RECYCLED WATER,THE COMPLETE BOX TOP AND BOTTOM. RELOCATED VALVES: � I [_A7­_!_� Im-, I I � , ml� ­_­­ tt� i ! � 3. ALL SHUT OFF VALVES, CONTROL VALVES,REGULATOR VALVES,STRAINERS AND ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED OR RELOCATE Al 2 AND Al 3 TO PLANTER AREA AS SHOWN, ------- � I j I �' "11., t� � � -- I i ! TAGGED RECYCLED WATER DO NOT DRINK ON ONE SIDE AND IN SPANISH ON THE OTHER SIDE. REFER TO DEMOLITION PLAN FOR EXISTING LOCATIONS. ; " \' �� i � , & , I I \_I � � I '�'w0mm;!k.:1="'m Em m ME N on a 4 a no m =1 I I'll- ­,� 11 4. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED. \11 m_' U3-%' 'T L.- 'I , - p \ Im 1. , Ase I 6 r-__I -I " 1, I got - �'_1� ," ',11 - '_�� �' 'i' , I 1\ _ � 1� -� f ' � \ I .. ,� � � '- , , 'r, � 11� 4 5, IRRIGATION CONTRACTOR MUST SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION. , S� % 41, ,1.,I�11 11-.1�.­��I�.�1. �� EXISTING LINES: KIWI, I s'EF- Vj 014's 00 , ". I��--4 �_7.T'.%-� 0. m _�'�'�_'r � I " ­­­­_ , ,_�� i . ­- ­­ - , � , , � , , & CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS, ml---,. .i%.- I . ALItAe I p ,0 �'wo/�' 7 ,�-"-'i­� , - " ,� I *1 I I -- � 1% 0, 'c�"i:' j­' " '' ,_�'� - "'� ; , EXISTING LATERAL LINES AND SLEEVES --�_' -, .-�\ , Tc� �" -_�" ' ""� �;I"- 'FN � U M -1.,_"�' , , " ,. _��r_�"�_�' 11 I " I ' \ ." I� 11; ­11- __� I 11 .- - I n- - - - � - 1 I ­�" ". "I � ­­ "' ' " I , , ' ? - " - ' ' . 7, QUICK COUPLERS TO BE ACME THREAD TYPE AND MARKED RECYCLED WATER. CONNECTING PLANTER AREAS SHALL BE - .-__-� __-'�' \11 �� m/�0j 'a wai 11 r 11 �� , --''-'' . / '3/4"�-_� I -.--� , , , -", n Nr 11 � I 'i __�,':"' _" :� , 11 / iq­-, I—— ", __­­,'_'___­------------------- T_ r, I 0 --�::�'�­­';:�' '�':,":�"Ji".'-.%- J) '��' .' """ � sy - _, ,1/�-," -7___"�� �'4-4-�'4 1, I 2.1 z I:�' I - � _11� � �' '_�. � , UTILIZED WHENEVER POSSIBLE AND r- 0 1 a 2 I % ""_"';� '._ ' _�"" 11��'9�6"�'�-,-,-"-� "i'll" " .' '. , - " ­ � ____ __"Ns 00 V, 0 wo "'-'-!�:�fl-z-,-�--�'��11--,-,:---",."�-�%'�__'_ � ,,, I - - , " " �, �, !_�Z -1 , '�­ , _'__' �� '�';�__�_'_"�'>"� ", , - , , ""'.", "I� �' - _­:­ , � a � I-A-'�1-1-1--�11........"". I � � �' 'f'-- -// �' Z�-" I � I a ­_ 4 . 1 _j 8. QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. _-_� ___? , --'X:'- " " -"�� -"�-"�::'-'-� .11­�� �11­'. -1. I I _._� so a _':=� _'____� ;�;�_�"N".­'-i�'� - �/ ", I 0: .� ­Z � - 1 - _"'11'i''11'e _ - '� , � -_-- , , , - _"':'�'�'�`i'* � t - � , I '.:'­"�� ,,,�'',L',­­1.�",;�_; "--- -'- "' , - - ' � � '' '�`r-��, �'- -.� '% ��­ � 7 � � PROTECTED IN PLACE. IF CONNECTIONS -.-- � ,�, '_ "� '_ �� ' �'T' S " �:'���"- a _,� , __ '* 0 go a �%' � 11­ "_ , , , '*�- , ,,,-,-, '-" 9. ABSOLUTELY NO HOSE BIBS OF ANY KIND HOOKED UP TO RECYCLED WATER. .�_ ___� '�� 1'---:,---:""1�"'-_'-;�_� _-;-"­".-'-!-­ , � , , '��'T' _' '­_z__.��_ �_ 11, / , � "'.% - - 11. .... - --,:-�,,�---, -"-.�1.1,1�.,�l.-"",�,11-�;"��-,-""-�".",� �' _ � � - - � . I" '",x '�"' _:':-'�'��_ k' - __;,�� �" :� a � C E -*-mmi-I'mm a jw'-�*-ww 0 ME 0 -" _�__ _ i ' _� I r, �­ SHOWN ON THESE PLANS CONFLICT WITH � 0000610 �""�""�_'_": . I,- � : ­1 11 1. � ­!=:=Z- _'11 "' _ I � ��'� , - " "�-; -"; - _� � "I �, , � �����,I�.� " " '� I ' , - 7 '­-� 1. � I I I -- 1,�� I , ' - -'- 10, ON LANDSCAPE LINE INSTALL TEMPORARY RP BACKFLOW DEVICE PER CVWD STD, DRAWING#1 1 1 WITH A STRAINER UPSTREAM OF BACKFLOW AND A A M ' I� - , I -1 ' �%�w­_'�'­�'­� I � 1, _'_'J\\' _�cl_ I '- ' '', I,'-' �I.",� I " ___' I I - - I � -1 IS\ - " :�'� ,I�,�""".�-.,-�.-"�,n-�i,'�,�,'z-"� 'i� , �� '_ 11� '__ ' - ' ' ' --- I - I __1 ':�'� "'�: , � '� 4 � -i -11, I -:.-, I � , ,,,, j.. �,� -�__�'%"�_%�"%� I I LIJ EXISTING CONDITIONSICONNECTIONS THE - ' - ,,, I q _�­"­- I - � :-" _ - 1� It - 1-- - " I 1,�, _ - �11 - �'-_ � '_ !:,`�__ - .- ff"'-]" " _T7_ ' ' 7 ' I" *1 ' 7 1 , K_'_­11 ' �__ -_ - ' ­ ',-�-1�------�':".-:-"'_'- ,:", ' �� " : "'.�­--- , � w ii� - -_ I . ,1�1 I -" � � - THREAD QUICK COUPLER FOR RECYCLED WATER 2FT.DOWN STREAM OF LAST ELBOW L :::: , '�" '/ - - - - - ­1�-' -1 � Is ZE 0 , -T - , ", , �,� - 3/4' k '� �':"�" "":� 'Z`� _I]ONS I ,It �-,�,,,�;-;��- ��-,,��.�,.-�"-."�,.�,,���,-,--�-�,,- - I 1� ;_I.-z"�' - �"­:'� " 314 ,j :' ,-, � s�""v­"­'--_ �� , _��___"l-F- - � - "-" ,7,, , - �� � - �_ T _' -7� ' - - , ­1 __ "'� �' __ TIVE SHALL BE MADE � __-- , � I I I 11 11`-_____1__­___�_ ---- ' � , I IN A PURPLE VALVE BOX MARKED RECYCLED WAIER. CITY'S REPRESENTA I - P�--:'-"'-"Z;�-_ , , - .` 71 ­.. -­ -1 -"-;'- �-'-':-'�-f' i- , --, ­­ - ___7__ - - '__� "" ,- -I 11-1-`-- -I--_-__ "_ - ­­--'-_� '_ - �� , , , � , ' AWARE. IRRIGATION DESIGN MODIFfCA " ­� - - _- '-�--' "'� "", " I I 'I, , , I - � ., - - ;--;", -:� '� '' I I 11, zz - I f'', ' I . - � _ "-_ � �" - � � I I '� , , _ _ , '' , 1, : - �%. ,'' I , , '� ,__ " , ,� ,, 4:� 1 --- _­-, '� -"-�' "A'___ _ �, , I'll I'', __ - � � �%� " 11, I-�; �]�'_' 't--- , _"� , � I I I � " I I � I , , - ' " '_ " , , , , , � , , � - 11. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES SHALL BE I OFT,AND THE VERTICAL DISTANCE SHALL BE I FT. '­ - , , - -, ­ . � �" , I - - � I I I (1) 11 1� Z' , '�" MAY BE MADE IN SUCH CASES. I �' '11 ____j:i55�14',__._"""._, -, " � " �' 1" _ _ � I I - - ­ I'll _�- ,,,- � , - - ��__"" " , 1, " '_ I �I I 11 "I,::: "I , - " " . 11 1 , - I � " , _�" , , 12. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC WATER LINE,RECYCLED LINE MUST BE SLEEVED AND EXTEND 5FT.ON BOTH SIDES OF PIPE. �4� � 1 , I �I 1'1� . ... '�-�, ­'-"'�',' , I ''' - - I I I lk��"� �� ��I I�"" ­- .I I-I�I- .�:: 'I'll ",:-,"� ,� , , '�� ­ ' I I a w ':'­::'�"�, ­1 I 11 1 I'll, � , 'i - �'', -I I "�"­'­ ,, "/ I � I'll. � ' 'I I ," , `" �, I., � N I ,'' � � I , I� 11-11 - ", " " "'P, 1-1 1�1 '�'.;1111" . I 11 Is, - ,�, " 1- I , � � I I'll ' ,,� I I - -_ , " � , I " ­� - , "./z f"I" I I , Lt '11 �_l il� � ��' 11 I'', I � '; ' , , , "­�'­- �"�,'\--"' I ��t , , _�' "I" t _,"',-,_�_", "'� � �' � , " , ' 11 � , '',I " I, ­ " �":� I I - - I'll, , I � "I ��� - ,0" � '� '�:':'�� I w , '_:�\ ''� � - I/ - ,:", ", , , - � ­_: '' , : �- I -- "" ' � , , � ," . �I I "1 �­ I ,/ �' I ��' -I - , '___ ,-7,� � - � .1� , , , ""'' , I - ,"�-"' I -1­­-.1 , m , __'� " , , '' , ' " ��' x_-�' , � , , ,, I J�i '', � , _'_"'��� "I" NJ , ''."�:,_"�'.� L , , " 13, SUBMIT 1-HARD COPY AND l-PDF COPY OF IRRIGATION PLANS TO CVWD WITH STD.DRAWING#402 AND THIS GENERAL NOTE ON THE TITLE PAGE.AND -- �; , , ''" , �i� � 0- -." i I '�-_� I 11" ,' I A , �'z"'. "/��"_'_"""" - I ", I 0 � -,""I'll - , , , 1. �_ � ,- I- ­'� I I !" '-'�'__ I "',�-"�­�' I'' ,, I �' I IF"':�� SHOWING A MINIMIUM OF 10FT.SEPARATION FROM IRRIGATION TO POTABLE SERVICES. I- ,", , , . I � " ' , 1�1�1 '_'� r�"'��'� '�_' 0 ' "" . /\1 11,11, ' - ` ::�, I I ��"� I""', � ""' ''I - I -11 11�1�"��" m, "- � .1-,", ''" ' , ' , ", -�­- '' '' ��' " 1, � I'� I I � "­" ,,, ' ,, k 'A " I I I "", I-1:_' ��'I 11.11 ,,:-��' I I (0 � � 11, I��'�' I y "'I'- ­_ """' !�!� ��) �' - I ­ " � I 21�,_�',� 1- 121 11,� 1� I -, -1"�'_ I I �,� 1%I-- '" -­� 1 3 1 _ ",.' �":"'�'��'�'�' '�""'" -I- .A. ""'�," ," -,,�'�' , -1 ��' :�� - -1 I ��� ''' " ' ' ' � , ' ' ' I I I �_ /I _' " '' : '�" I 11 I" �_� � ' \� �� a �f '* �\ ' 1'111_1'e I,e�­' ' -, ,� 14� TYPE K COPPER OR BRASS PIPE FROM METER TO 3FT,PASSED PROPERTY LINE WITH REGULATOR AND ACME THREAD QUICK COUPLER INSTALLED. I ''' � �," , /,\\ ill , I 11 �­ I I�_'___'_' I`-11 _1 - -1 "I �� _ "�� % 11 I ''���� I ­ I I !�' I � ,,, "',"".' '�':,:"_­� '��_.:�/­'�' I�", ­ v�' "� � "I I , , " '�� ' _ :': " ,�'" " I I ,�' r' ,:,�""". "I�, x� %�* Z jf_�D' ­ I., '__' I . " � " ' � " --* "'_'�' _J�"'__,', / r 15, ABSOLUTELY NO LOOPED IRRIGATION SYSTEMS,ONE SERVICE ONE SYSTEM. I z ,��,,,,�' I"� I",� , I LLj //_1 11", �:"' __ - � - - '�' ' '' I ''k," ',!� � , - ," �: _�'� " I"" , I , ��' ��," ,, I 1. ' ,�I" ,� .1"', I �,', 11!� "'' �' ""� �-'-'-" '� � A, ,, , � 11 -, - I 11� � I � I", " , , I ' � 1, I , "'- '_ "' I i ' " �:%'�! �' 11�� �11 11 , � �� ( , "' m I ��' I", I i � , I , , , 1 16. PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. '\' � I , " 11 "I 11:�1, I I � %�' " '�' I _ 1, � D " f ��"' � � ' �"' ­ I j �I 1. �'� , '' �, I �, "I , � I ..-J ',_ ' ' I - - - �' I - � � , , 1�1111�� �" � �" �'- _ - I 1­11 - I I " � I - ��' i" :�� �- - ""' ' ­ , , 1-1 I ��! � I 1!� I �§ 0 .�g -3 MATCHLINE, SEE SHEET L-4.1 7 !�� � "­"' "_ e I ��' 1, �' '�1'11:""�� ", '11, I ' , ­- , �141' I 1. "I 2 J:: 31., '' �'�"'�%",, " -11 / ''. - �"' I '-, I ��: " ,,, .' 1T PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF IRRIGATION. 1� - .�" ' I�' 1 � � ',.� I I '', : I(( 171-I �'� _'_, � , j�� r I � �i � I I , �� -�, � 50 a 00101 a mmm Wo soms mmmummumm Immsms ImmummommmOltummamms no I on $ = mmommmomm i - ,"/", I , q WON 0 = M On a no a "m � I � ��"'-"�"' 111.11� ­1 I � - �'� " . - ,X,- k'-: "I I "�, '' I I! I � "I " 1� ,� ", � , 'I I cl �e�' � �Z I � � I'-, , I I " I �; � " 1 N� !s� � " \' " 11 ­ , I" / ­ " .� '' 0 �� I -, I I � I � ' ^ , � � I - ­1 � �":"-� �1 L�� . 11'� I � """:7� �� ,�,,,, � I - N � ­ I ili c '", "':' '�" ­ ,� I ­ I '', �' 1,11 ­ '. " I ­," '' 0� � 0 3: \ 11 � '� I - :11 ":"' I _ /\ 'I" �' : III, 11 "I "I I I '�'��­-'­ � 3 �1 11 , �' 11, .11 " I /�' � 1 ­� 11 :11 11 I � � � " '.I ,, , , �, - �11 '�' , " !:; � -'­' I � ",I ' ' ':'� �� � j ­ - I "I "j, . 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I H '�',I � .1 , ­-+­i� -Z' 1-11 1_11� I � � , � r4 � �' �. " '_;' " � , , I I I I � I ; "_-_-'__­ ' .'' - I I �� ­ ­,"I-,' t"E i _�_­ _��' � :,-I---- 5 1 I —- - , I I i � '� ___. . - . �� � § � i I / - � z - � - - - j, I'm- -_ .--I',-.--- "I-I .....I ­­­11111 " j ' I --- �___ ­­­-.1. w I t ', , r I - I I I 1 4��'­� 11 11 � i'_-, - -'-" ­­1 . '��l -1 ----_ � I i . _'._:'4E___'___1; Ili- A . � , ; �" ��' % ' - '7 -, -I ­�' - -�'­�-� �'� " ­' -- --- �119' __- - ____- I PIPE SIZING CHART: U . § � 7 101 _­_'� _1­ /'� �N�� ­r'��' � s� ^ONTROL VALVE DATA- � � � f . , , ­' ' -' s, I � I � � I ��' � ­­ " - I _'�'__._­'� � k � ' "', ­ i I - ' " '_ � � , _' _ � I I I - -:��]j "� ,,, '_ � \ 11 , � -z� '-��- ­ j - I � I " � � I- -, ­ ' ',I' '__�5�' ; - I— -7- - � 11 � - - � � k i � 'I,' �11',_ "...� I ":�--_-'H _1 - I - _;-� PVC SCHEDULE 40 IPS: I , % I .- �m� � r , � - - - L - - i ; - -" �L 11 _1� � =__ === �_ . . � , ! ' , - , � - I � ! � __'�:'�"�",' _'____­� -1 - I THIS SHEET � , -I �. � - '_'____'- "'_­'­_y"_u - -8 GPM I � 1, � § 11, � �I I _­1­___1__._11 - - � I � A 314" 0 1 : � . 1 a, J" t-,� "'� - - � � � � i 11 f LIMIT OF WORK i� � § i ; � � ­ ��_­ � � li I I _� I 1. � : B V B-12 GPM : ; F 5 �- I- 1, 4 PHASE2 � w IRRIGATION PLANT HYDRO I I � . 4 .M0 �, �! i � I ..I I.—. �� � a 1 ' ' " � ,! !%! ! l2w. I'll -" -­r. I "I 1.___1_.1­_­x__.__ - I'll - --a =-772TW�-_p- ::��=_'4�tT- 1 . - � ---�--�--..&----..--....---,,----",�"-"",--- � 111111-­......'__'__�:'__'.� _:, - :��,��� �� - - I�� , "_ _ ",..-�,���.P'�""'����-��":.,--�,---��.�:-..-,-.-�7-�,j�',' ---,---,,------�"�------------------,------------------,----"-'�-,------,--------�--------- '� -22 GPM 72 \Z _________ " , L , ;7� � C 11/4;' 12 SN 1 � ­11 -41_'�,�,kk� �s� "�' �',�_: __.� "�-�-�l,�,-���,-�""",-,-,�--,�4-"-,,�,-,---,-_`...�_ "'7' . �_ V_ , , �.� I 1 14 , � 1�1'1­1 "�' � , - - ,:' _' "' % ' ' _' " "L ' � . ':'-,"",*"",,"",".r:'�:,:""".I -"-"­-­ � � 1 � - - - L ' - L � � - - ' - - 1� � ' 2 , - _ _ _ , � , � -, � , �� �,­­ - ---I- _ � � _ - - . - -'_ - � - � Z � - I I I '� .-I , u� __1 - - - - - � , L, I��4" p'�����"L.",­.'.­�.=.­�I. _____*___7____w - - "�11�.'-1­.. �' - � -30 GPM �� L "�` 1, � � ; , - - ­­­ ­_-, - � � � _% w NO. TYPE TYPE SIZE GPM ZONE SF I 7'�" -""- L__ - , - _ , .�L _' _ _�� _ _ _ ___, � ��'� �_ ' I �­ - ,,, ,I 6;�-'�'�­ , :1 � A ,,, _� I 'N J � - w ; � A "� 'k i 11 ,A rj...-_,', _-,:,7.���,,,,"_.� ,�,_r,_,,--_". � � , '�j� & - �1 � � -�11 11 , � I n 1; �-11-,''.11�_�": _I——:­1�IL_. I� D 11/2" 22 � � 11- . - 111�. �� I - . . 1, - '_'� � . 1 I ; � - � �­ �''-' ' ­ � , - � 1; . I - : - � - - � ��­_-­'�-1-1-11­ --,�l-.,-"��.,.-.-�-=���---,--�----��- 1=_�_- - � ­­ , , , � �TL - � � w � I - L I - ' - ­ - � , � � , � -1 ! � I � - � L n - _ � , - _ _11_­_11­1­'_"'_,_'_' �­'­� __'_�__"__�_�" - -.,-----.,--_/_';�� 1 -50 GPM � � ' -1. I - 1, \'.1 '' _1: ,-�L-,"-L,--'-----��,-",�---.---" I '­'­�� �' x r _*1 " q ��� " I � ,," v � "� �\._:��--'V:il _21 = I z: � � ­11, - � E 2" 30 1 0 " I I V, I � I I I ; ; . (/) I I � I ',I � , " I ' N � ; ; " � I',, - - �­ � Z 'i I �L � % f �'PI" - - - - I i A7 NOT USED - , 4 � "- - - , ; - i - zl� � L I % \ '_ ,\" 1\ "­., - �' I i ' I - - I ; PVC CLASS 315 IPS: r I � � �11' I \ - I , , ��' \ �' - I � " ; _� � I I � " ' t� - 111'k -- � ' � , � I I :I" - ___7 - "� ; ilk S � I.%I,, � �-,11-1" 11 .�-­- -11 - ------ -------- I .1 ­\ � -1 _L I I i � � � � "I Z""�"'.: " I I I ­ _ "� L � ; ''I � I ! I Uj &I' ­ � .- I - - I - _ - _ .' " � - � 'L/ i�'� � A8 DRIP SHRUB 6 1 1,232 -�' I L I­­ � ,", L'' L .1 I " - � - - - - 7 z - - 11zl'I 1!t"-- _ /' - - ," ; I i �' ��"'-1�4 _� I L I I I I� - I �I I. I��" , 11 , , i, - I I ,",,, " -", -.. I I I I ---- ��___ - I ,11-I-4 �, ,--, -"I ". I �-li,���.- I � '� '� - 17 I 'L 1, _� 7 ­11 � ��- '' 'L -1 , I - ,4�� , _ , , __�L .... ­ Z '­_1_1 ' -Z L - I - � L ILL, � I `�"�' _"' L-'' ' ­­ - - - ," = w F 2 112" 50-70 GPM � - -� ' _�� --�nll� ... : i � � \ � , L - " I - '' �,-A `­ . ... ...L � . . - - - L . -_ - ____1. . ; i G 3" 70-100 GPM V � I I k" � -, - � a � I R§! I 'L '.1­­� ­ r I I r, .11 1., ,_ __ T­ � _...' _--"-'--"- ," _I,- �L'' � ' I L - . I _-,- - , L - L ' - .1 -1 . � I � ' I :' L:�: -_n� ,L L, ,'� " 4 ,_ . I __ , I � _ __ " _ _ - L - . ' -,I, �_ ,// � � A� BUBBLER TREE 7 3 224 �,�_' 4� �: ­"'­ , � , m , � � � 1, .. _�___-_ � _­ �_71 -L�� �,�L"_ _' _"_ � � .11-` '" � / 10 --i , , I 111­11 _� .'_____'��__ ,, ,� ­­'­ '­�11/ r i , I I� 'j "'� L�� lit'-- '' L L _-1--A - , � , � �i i __� """ ''L I-A I �' �'_ ' - ,L� ,,__11-1- ­' - ­ - 0 � � 4 ", � " '�, 11 '__ _', ­ - I - , I_­_� ' : I U,) I _­ I , � , 'L . � . I - ��­1 - ".­ � AlO DRIP GROUNDCOVER 1" 2 2 177 'I'll, ' � 1� 11 - I L- -­'_ `�IL'�*­­ ­­."­'�­11­ i m - 11 '� - I .1 1, '_1__1__1'�_1,'��' _'7_ '�:� � I 11 11 � , ­- '_ e:' , ___ V I I �11� ------­ ,., -1 ",". _,W� _ � � � � _'-� I—- I L...._ � � N I :7-..%_�, '':,:.< *__'_.__ _____L11 - � I 1. ���� , ���7�'� . _ I // I I w"" � , , �"_ -1 __1 ", I �' '_Ic ___._'_.__'_' � " ­­. _�'­' IR I"',---- _ , 11 ___� ­ . I I - I L ­ k­"�- '� , -,,' ! �:::� ��:�: -- �_"' '" - __ I-L-1 , , .11, _�L�T r1156 " k '% - , , _ I �_ -�:�::�' � ' _ I I .�, ': _ " �*� 7 4411-i�7 �" � , ­ L & I -L I I ­­ I I I . I ,I L-. @ 1­11;­ -_ I "�_­_,__, "':L'� � 1 ll e/' L j:I�,�-'j� \. N, , �I -, ",, �' -L -., 'L :L- _ '___­­`'L , ___,�" _", I W " � I � - .� '�.I I . __� _ ____,, � � ,. I , _ .... I ,-1 I --,,�,-"�,-,�--,�,--",-"��-,L,�"- I � '_�-"'.' -. '�­ t5;��-------1 �I L __' i .:., � L ' L ' !� �'--,""'--- -L----L' �__­­ ­- I 111�__ ; I I -.I I- - � � ."-, "I- - - :_ � _�� ._ I'�� -,,_ -. � 8�j­ I f ,� . " ���I.I--"I - - - � ,. " � - � -", ,'� �!�'��- -!-1) z 1 0 I -,­______ � - � q:'," '11-I I 11 � I - - - I L z - I - I 1. L L - I- � I I I�...�I I .I.I. L�� _ _',. ! ��I z��r I"-. 7- -I I.1 I C 11 '� L'21-�'I,'� - - ' .11 - ..-k - .I I : . - - � - I " "I--I I �...I I I.,�1�I I . - L - I . 11,1. .�11 ' �� ". -­� o I", I' -' L I � " ---!'�;��"-;L',;"" - .I I I� I I I I I I I � . �:I ,�' L '" ' . "'L '��,-. 00 I-, z // - � - - - - - �' -��-_ ­�:�....... : , j �'-�_�_'" _L, , 7 _ """;'L'��',L I I�---'�'-. -, ,_"":- � � � I ,_j I I -I- - - " " '. "��-" �'9�.I-,�, L,L I �I:I � � - - L I�1."1�,11__1. ,I I- 1.-11 I���_ 7 I-4 � � *� � - ___z__12'-"I"I"11 � " � . , - L - i , " t I '_'�f 1,� " �____ , 1 11 ; I - - ­1' � '�' ­._1__1­1_1­____---------�.........­­...­-­�����­' ___ "___'_ A13 BUBBLER TREE 9 3 272 � i"L. �� 11�"" � I '. !��_Iz��_ "�'� - I - _�_ --_,I ' _': '7-"- - - - 0�' " , I �'�_""L _'[- ! �__� __,_ _, I ­11 ,� L---- -�' " �'� _"_ ". - "_ __" - , \ PHASE7 - - - , � I -�_�;' 115 _ Al2 DRIP SHRUB 2 1 367 _ -',k�_' � '. '_ �, § � �' I:- L" _' 3�"�' � _' '_ - ' .I :"i 11 All DRIP SHRUB 2 1 4.56 _ - z ,�� I 1-1 , _��' 5'�'�-�­�--'---_' - :'� � ____1--�_­_ :: �711 r� _�......� I - _ _ - - ;, .. - _ _ � "_ - � _ � , �",��. I __�_�_ "_-,�'_'.____'_- -'----"'­_­- ­7_ I I N;, x, -;, � _., � � ----, '[._1_____._1_L_­L_.1.___ ___-­­-_-­r'_'--_1-'­'­...­­"'­­­___­_­­­­­I----.-I-,-,--,.­­_­­----­­__ ,'______'.___' _____'_'_' ,�,-.----,-----,-"","",--,��--'-""-'L"�"�""'- � �-­L I_­­:1 V I i� I � �' 1\ L I � I I � -, 'N � � I,I—. I I I . , -��:�" I-'L...-­-­­-­...­­-­-­­""�L-------- x11&N&%N.* _'%_7� --111-11,1---I -1-� I- -1-I - __­" -�--,, m I k ' 1 � , , , �', . I I � . I� , ",""I'll I 11 � I "I . L N �- , I L "_ - "I "'�"�'V�'x'-"'N ( ` � I,.I I:,� I - I IN � � "x NN � "I I . � , � I I 1­ '& A14 DRIP GROUNDCOVER 1" 4 2 368 I", � 'L � I � I .1_­ N \�& -N � \ � I -) �', � � . .I�"'I'',­ _______\______1��1 i 11 � 11 � '\ ' , I � I 11 � I � � L ­ 11­111 / i� LIMIT OF WORK i� I fl ill I I _ - � lr')�ib�\".Im ' I " I iv-- CN 11 i 11, I : L ��:" , ,� - .- "M\-,M I . I � ��'�"'::���'��' IM m A15 DRIP SHRUB 6 1 1185 1�i ;1 I � . I _­­1 ­ /Uj LU L'___r�_i CIVIC CENTER DR - < 10 � I ( 11 - I .1 � I I I "I � ; , � "''I I U)I U) A A16 BUBBLER TREE 5 3 144 I i � � -1, _ : � _ I I � � I i � ' � i��':L,''L' ' < < � --,.-''- -1- 1-1 r 11 I _ 1, � � I ' � ' ' - .,- I 2 \ �. ._­­_ -A - m M \ I -------­__..._­­.._ ______ A19 D P 1 13 2 1,315 \1 ��i ING MAINLINE: 0- 0- \ \_,"_ EXISTING VALVE TO BE REPLACED: EXISTING EQUIPMENT NOTE: \ 11 X'S \ A20 NOT USED � k L .i � EEXISTTING MAINLINE TO REMAIN, PLACE, NEW REMOTE CONTROL VALVES TO BE INSTALLED IN NEW VALVE BOXES WITH LOCKING LIDS. ALL EXISTING IRRIGATION EQUIPMENT THAT IS \ i; - - RECONNECT TO EXISTING SUPPLY LATERALS AND INSTALL NEW IRRIGATION SYSTEMS As SHOWN. BEING REMOVED SHALL BE RETURNED TO THE CITY, A22 DRIP SHRUB ill I 1 1 1,855 11 � - =---I: I "I'll, I . ­ �� m� -_ -7 - I � l" � � - --- � A25 BUBBLER TREE 2 3 64 ", z IN-LINE CHECK VALVE: � � i i I � ; � IN-LINE CHECK VALVES TO BE INS L LLED ENEVER EXISTING VALVES TO BE REMOVED: � � A26 NOT USED i � � ; DRIP SYSTEM EXCEEDS 4.6 FEET ELEVA N,REFER EXISTING VALVES THAT ARE NO LONGER UTILIZED SHALL BE REMOVED AND RETURNED TO THE CITY. � ! � � A27 DRIP GROUNDCOVER 1" 7 2 650 . ; � TO IRRIGATION LEGEND FOR MOD L INFOR IOK IRRIGATION LINES SHALL BE CAPPED AND CONTROL WIRES SECURED FOR POSSIBLE FUTURE USE. ; i e � � . I ; � - I I I ; I � q I � � i :i � I I . , 2 � I I � : F__ i � I � I i A29 NOTUSED I � � Uj � � I ! I I I I z I . ; R I � IRRIGATION LEGENDCONTINUED � ' " � . I IN C0 I � 11 � "� 4 A30 NOTUSED I N I ; IL � IN < � , I " � i / 7 IN . I : IN = i � EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION DETAIL REF B12 EXISTING POT BUBBLERS SIO LUNCH ROOM � X a , -L­­-­-......�"� -.......--_­" ­.­_­__­.............­_'­.­­_.' I­­­'­"'­­----------­---­­..........-""1-11-111-1­ 1111-11 $ .N - I i I _'_'___"__"­----------­­­ �.--"-.,,-�--.,--",--"-,-"�, t Ssi '__ ­­ BUBBLER POT 1. 2 5 21 , z I _' x _' 1. A � LL �I I _"___' i I ". EXISTING POTABLE WATER METER TO REMAIN,PROTECT IN PLACE ,, � X � "� 1 �� � - � "' � '­ s , __1' � SS, � I I �'­­­' ill "I'' � -1 � 11�1 B13 BUBBLER VINE 5 4 126 1 �" I I - � . 11 . - . lil�"_ � - � "':' "I � I /L - - V _1 I EXISTING MAINLINE TO REMAIN.PROTECT IN PLACE B14 DRIP SHRUB 13 1 2,163 11 ' � i ." I I � I "N'N L /' C 'I'll ; � I ii pl�7 � � ill � ; � '�'­ ,-,-" B15 BUBBLER TREE 7 3 224 1 \,PIC !0 '�A 1-1 t I I . ! I i � - j <.) � . I I , . urnwj;, 11 \ t - t -11 .Jfil' EXISTING EXISTING 3"REDUCED PRESSURE BACKFLOW ASSEMBLY TO REMAIN, PROTECT IN PLACE 11 _ - � 'L - � -, *"%, r N "' " , I 11 I IN Q; ; 0 11 I k' -� r R 0 1, � 11 ", - T I -1 CA It T& '::� . L, EXISTING EXISTING QUICK COUPLER TO REMAIN, PROTECT IN PLACE VERIFY VALVE S I ATIONS IN FIELD, DATA USED TO PREPARE PLANS WAS COLLECTED I � �� .11 11....... � IN FIELD AND FROM LANDSCAPE IRRIGATION PLAN PREPARED 6-15-87 5 -4, 0 m I � 7 IRRIGATION LEGEND � 11 - .�? x � X�_ j _j � C � * EXISTING - EXISTING ELECTRIC REMOTE CONTROL VALVE TO BE REMOVED AND STATION -1-14 � i I I ; 4 !; -_ ER MODEL NUM13ER DESCRIPTION RADIUS G,P,M, P,Sji', COMMENTS ABANDONED,CAP MAINLINE.EXISTING VALVE BOX AND CONTROL WIRES TO REMAIN, REFER TO IRRIGATION LEGEND FOR CONTROL VALVE MANUFACTURER, MODEL i � � � 1 31-16 � � �' I I L � NUMBER AND DESCRIPTION Re Pwal Daf- - NETAFIM P6-18 TECHLINE CV PURPLE DRIP 0.010 30 DRIPLINE: 0,6 GPH EMITTER AT 1 8"O,C, REPLACE ALL EXISTING GATE VALVES AND BOXES: 0 - Date = RW DRIPLINE INSTALL DRIPLINES WITH 2"SOIL COVER X NIBCO P-619-RW 2"AND ABOVE: LINE-SIZE CAST IRON GATE VALVE, INS I-ALL IN NEW VALVE BOX WITH DETAIL A,SHT L4.4 I THIS IRRIGATION SYSTEM IS DESIGNED : I : I PURPLE LOCKING LID ; STAPLES 24"O,C., LINES SPACED 12"APART C '\_\ : FOR FUTURE RECLAIMED WATER � SEE DETAIL I&K,SHEET L-4.4 WATTS B-6400-SS UNDER 2": LINE-SIZE BRASS GATE VALVE, INSTALL IN NEW VALVE BOX WITH DETAIL A,SHT L-4.4 I r-------1-1 NETAFIM TLCVRWP6-18 TECHLINE CV PURPLE DRIP 0.010 30 DRIPLINE: 0.6 GPH EMITTER AT 18"O.C. PURPLE LOCKING LID SHEET KEY MAP --------- - i RW DRIPLINE INSTALL DRIPLINES WITH 2"SOIL COVER NEW GATE VALVE AT THIS LOCATION ,,&PHASE LIMIT, POST&CABLE DETAIL, IRRIGATION REVISION 2/24/16 : ,91?" NIBCO P-619-RW 2"AND ABOVE: LINE-SIZE CAST IRON GATE VALVE,INSTALL IN NEW VALVE BOX WITH DETAIL A,SHT L-4.4 I � STAPLES 24"O.C.,LINES SPACED 18"APART " I . SEE DETAIL I&K,SHEET L-4.4 PURPLE LOCKING LID 1. "I I , I I � I I A ­­-�,�',�"-�-,�--,,--�,�-�,,�,-�.-,�,�7,�,�",.",�,,"% -""":���.%,-T�L,.,��-��,.�-�,�,�-�,�--- �l'�'� , � I - 1 ';�� �' - � ''I ­' "'"' L' '' 'L, -�_"� _ ,," _ ­ ­­­_ _'­""_­_ __ t� Zg�IRRIG, POC NOTE &LEGEND/TREE ROOT BARRIER NOTE ADDED 3/7116 I:W WATTS B-6400-SS UNDER 2": LINE-SIZE BRASS GATE VALVE,INSTALL IN NEW VALVE BOX WITH DETAIL A,SHT L4A . -. �­_ " _­­"' I I­­­­' �111­ -"­-�­, , ­' I � ' � ' ' I � ' � . I I 11 ­� - I � , 1 117, ,_� , L 11 --- e L_- , _� ' �d L I L I NETAFIM TLCVRWP6-12 TECHLINE CV PURPLE DRIP 0.010 30 DRIPLINE: 0.6 GPH EMITTER AT 12"O�C, PURPLE LOOKING LID ; , I I I -1-11- , I I I "'L , I �.' -4 :1, � � �­"' I I, I � � �_ . ; 1� � I I = �& � � � RW DRIPLINE INSTALL DRIPLINES WITH 2'SOIL COVER ',/�", , ,r- - - ,- - ---i I� r­i',-_��`,­ -_ ­-------­ . STAPLES 24"O.C.,LINES SPACED 12'APART e RAINBIRD EFB-CP-R-PRS-D ELECTRIC BRASS REMOTE CONTROL VALVE A ANGLE LVE,SIZE AS SHOWN,INSTALL IN DETAIL B,SHT L-4.4 �,"( ' I ' � I I I I CIT"Y ' � SEE DETAIL I&K,SHEET L-4.4 11 I � - DESCRIPTION OF REVISION DATE '\" -� I � It_'_�,_',�""' APPROVED , WATTS B-6400-SS NEW VALVE BOX WITH PURPLE LOCKING LID I i�'�"� I t_ - - __ �J 11 I � I '�_' _�' L. -, - I I - -'-' ­ - -4-�7-'-_-'.'­ -�­�" .1 �' " - - - , " �- ' � �' - ,' �­_ , ,'" ­', , _� r �­, , .. �­, _ ' ,­­.--"­­-__-., �� � r � ' _' - ' ' ' - ' ` �� I I", , - -1- I O�010 30 COIL DRIPLINE IN POT TO COMPLETELY (3) NETAFIM LVCZ-1 50 FOR HIGH FLOW BETWEEN 17.6 AND 36 GPM: 1 1/2"CONTROL VALVE wl DRIP CONTROL DETAIL G,SHT L-4.4 � �'�'7'1�; I ",';­ ......­"�­'�"__­-e '��­­' ­­"� �"I I "�. _:11, '­� : %11 ­ '_!"�_� - I � I I _' ­�, -,�I­L � _'_��n" I- I.- I-, � I I I�'. . ' - " ' t tt)-- ,L-�' -"�N ; 'Iff"'11,1�1 � 0 NETAFIM TLCVRWP6-12 TECHLINE CV PURPLE DRIP �- ' 'i 1['" ' -,--�'�------�­t�r �""' , - '�'�' ' I I , I I - A ,�' '�"_�'-_':�--__��-"­- ­- --- - ­ "C� , , , . I­_ , ZONE KIT, INSTALL IN NEW JUMBO VALVE BOX WITH PURPLE LOCKING LID � , -- ��81 � _� I - �' I - �_'' 1­11 RW DRIPLINE IRRIGATE ALL PLANT MATERIAL SEE DETAIL I , ' i� I � L,��* - - y"' ­ I I I - I 11 11 �' 4 __ III, � - UJI <"�' �' '�' � I '�" � I ­_­-­ ­­ . 11 ,--:-"I- ...­­ -:- I _'_.... �' ! I L,SHEET L-4.4. ��/- ,'J` _____�l 1.­1_11_____­_'_"'_�' i , �� ­ , , I�1`-.,;, CITY OF RANCHO CUCAMONGA L.. ��'­_ "Ill, ' ' , �'�'v� � �/' - ­­=71 - L I L, I �� __;�"�:�_'__­­..........._­__"'­'� I l � , " ' L , , (1) NETAFIM LVCZS8010075-HF FOR LOW FLOW BETWEEN 4.5 AND 17.6 GPM: 1"CONTROL VALVE w/DRIP CONTROL DETAIL G,SHT L-4.4 � """, ,I'I , ' . w I L� '�-�­' � 11,11-1 � 1� � q �' , � 'L I 'dr � - I " '�i z ; � -, 1-1, I;d; �." " ' � ' '�' � i � -11 �' I � � � 2", "" L -,�� I ZONE KIT, INSTALL IN NEW JUMBO VALVE BOX WITH PURPLE LOCKING LID T 1�11 � ..'�""�� �7'�;`l � 3, "I RAINBIRD 1401 PC FULL CIRCLE BUBBLER BUBBLER 0.25 30 ONE BUBBLER PER VINE, SEE DETAIL M, w '�/ _�'J I I I'llsom _._.11_­_�"" . 1 , I& - . "I'll.- j -, , � �� lq��-"- � ' ��'­_�, 1� i ' L. I ; -"",�' �'�' . I"I'l-,"',"'r,I I I'_ - --P;6-' z-, - - -_ 1"', I...,- I �t'; �'- 1� !- I , 'p A' I " L '' -, " L� I - I , , ­ '�"_ SHEET L-4.4. , �-- _ . I 2'�'_ " "­­ -: _:"!'. .-, _' "'ENTER RENOVATION > " j ,I �._'�L"' o" 1, , , `16� ­ ' ' < .Ill � ""\"*-"- -7 4, ­,"", "-, CIVP"" %, i : W -""-�"'-\ ��'w� --" � ,��"F "' ' � . ""'_ ������������������ 4) NELSON 7645 3/4"BRASS QUICK COUPLER VALVE WITH ACME THREADS AND PURPLE LOCKING CAP, DETAIL F,SHT 1-4.4 _r � - � I i 5 4, ,,,, �' , " � 5 � . _ '�, ,-, , K f�)�'. � '7' N"­ " ��31' I ­ _ _ I - , � �"'6 , "� , , ,'I . , ,", " �"�61 , ...�_ '" "!, " . i "i I ' ,_I I , - , V! "' _� I �' �"j I " ,,,,, " �� � � N_.'S�_n__ �,i"" _ " � '­ I . . L�g� 'n" , '," ��,' 'LLLLLL -�"'Lj�_� 11___'_1".11 I- " � �'r," I I , I - -z'S ";R '' _ �"'O " i " �"' " , X_ WITH(2)#7641 KEYS TOTAL, INSTALL IN NEW VALVE BOX WITH PURPLE LOCKING LID I I �. ' � � I �11`El . .- , --",),,I I_ I ,1�1 , � '& 0 RANBIRD RWS-B-C-1401 ROOT WATERING SERIES BUBBLER 0.25 30 1 i I "V�>R ': 11" � RWS:36"MESH TUBE w/4"GRATE AND 11 �, �­ Y ��­' E CORNER HAVEN AVE & 1 , '�"­wi-� -"-_ ,��,'-' '��_'-' '_'Iel " � - - � C *' w �' ';'.-'�_�_ . 1, ' 21"�'Z�' ., - - N i - ­1 I 11 ­'- �'� - . ,�l I i I ! J�,.t"'_� -_ -1 I I � F - I'll, `­�'� " � ' '11-111 - 0.25 GPM BUBBLER I 0�111- " .,- I I '�� ; 11 � ,- .17---� ! �� -� - L � � , 1� �� "'��11 I :�''� � i i� ­_1 I 9 1, i,I L. I ", �� . , ___­.__1___­_­_'_=� � C.--l. ': �� L � 1i ,� �" i .__, _._=�_'_i� I'll , ,L , -__ ­­ I SEE DETAIL H,SHEET L-4.4 ROUND BOX WITH PURPLE LOCKING LID �� I "IC CENTER DR . I '.� '' I 1� � ­� A �1 INSTALL 2 BUBLERS PER TREE, NOT SHOWN NETAFIM TLSOV 17MM MANUAL FLUSH VALVE TO LOWEST END OF EACH DRIP CIRCUIT IN 8" DETAIL J,SHT L44 ji ��� , �"� ­ I ...........................__J'; "'. �� ! ;!��'L�L CI I/ I '­ � E-11-- , ­­-__T__"_.J_1'1'.__ �j i�_n , I L' ':_' � I 1-1 -----T-:::,-,-"--Y'Ll I � � '' I =� _= -- - 11.�L'4_111'11 - I ____ ,% - ­--------� _'-'1-_-"---""z'� 4 4 7' ';" � L I I I" wakikkimmewd"..--m � 1 --3- �: , --�=� I - __'__� I, r1_' ! - CALSENSE ET20OOe-32-LR-RRe 32-STATION IRRIGATION CONTROL ASSEMBLY IN CALSENSE SSE-R WALL MOUNTED DETAIL C,SHT L-4A r.�' L'� "�� 7��aF'=-_- , -_! i'_��'_"_I -, - --, - -'' I ' _ I � "", L" ��'I I� � ,7! L IRRIGATION PLAN 3 U10 � % . _! L........� �L "I' '�_­­_­_' ."_ - ­111 � 7- TP-1 and TP1 1 0 ­­ ­­",_V_'----,r, --'--- --:,---- ,­___""'i--"_­1 ." ,- Underground Service Alert PLAN CROSS REFERENCES L ­ i'-'­ ­_!F� ­"k­_'j j. ..... '!"!_'=�I�-�'�' ,, , 11 I \__ �"'� I Ed�':_jl ��e DR �'__';�:�__�'_-­"'­­ _' APPROVED BY: __________� . APPROVED SCH,40 PVC PURPLE LATERAL LINE,SIZE AS SHOWN,MIN. SIZE 3/4". MIN.COVER 12" DETAIL D,SHT L4A � " I L�" DATE: -z�-6 1 ce,;,I,zb i�� ­ ____ _1 'L I 1� ­_j-� - � 1 -�4� I ,­ I , I .1.1, . 'L 11 ,_ 1­1 '_"" _��", Z�:_ I RCE No. 67514 FOR NOTES AND LEGENDS, SEE THIS SHEET AND SHEET L-4.1 ­­ �� , � CITY ENGINEER - � = Call: TOLL FREE ::===== SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS DETAIL E,SHT L-4.4 ""I I-1. c' ." CIVIC CENTER �_L��':"'�­_­ ; \ I - ______ . I I , , � FOR DETAILS, SEE SHEET L-4.4 AND L-4.5 I'll 1� 'u "z ,. L I . , - 'I�A'Dr=Sl GROUP .. OTHERWISE NOTED � 11 �-------�_"'_ DESIGN ARCHITER � I FOR SPECIFICATIONS, SEE SHEET L-6.2 GPD/JLP LANDSCAPE ARCHITECTURE � 129 FOR CORRESPONDING DEMOLITION PLAN, SEE SHEET L-2.1 SITE PLANNING I 1 1-800 FOR CORRESPONDING DRAINAGE PLAN, SEE SHEET L-3.4 NOTES: 0 1 O' 20' 40f 80, 1 DRAWN i 10221-A TRADEMARK STREET I SHEET 41 1, ALL EQUIPMENT AND VALVE BOXES SPECIFIED AS RECYCLED WATER(PURPLE)FOR POSSIBLE FUTURE RECYCLED WATER SYSTEM. RANCHO CUCAMONGA, CA 91730 � 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEETS L-3.1 DR (909)484-2800 FAX: (909) 484-2802 1 L-4.30F 27 FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-5.1 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE CONTACT PERSON:JOSIF PELAY0 2834 1 S7 RLA NO. . TWO WORKING DAYS BEFORE YOU DIG FOR ANY DAMAGE CAUSED BY HIS WORK,CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES,VALVES AND EXI IING IIIIIIIIIIIIIIINII sommommommomsm CHECKED DP,AWING NO. . i . i )" - '// ' ' _� D � � _�n I 11 I k k � A I I � . � � . � I L_ LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION. ALL WORK SHALL BE COORDINATED WITH THE CITY'S REPRESENTATIVE. SCALE: I" = 20' JRC/JLP DATE 9/22/15 . JOB NO. 1338-C - 2418-L PROJECT Sheet No. / 0 of 2-7 . I I U) TO SPRINKLER-ANGLE PIPE TO SNAP-TITS"WATERPROOF HARDSCAPING(SEE NOTE 4) < SPECIFIED DEPTH WITH 45 ELLS LET CONNECTORS OR EQUAL Ly -SCH 40 PVC MALE ADAPTOR TOP ENTRY ENCLOSURE < STRONG BOX MODEL NO. CARBON MODEL 1220-12 F.,,R DOME ANTENNA SB-SS-SERIES --SCH 80 PVC UNION ELECTRIC CONTROL VALVE WITH 14"x 21"VIOLET I LAVENDER ' Iz_� PORT LOCATED OUTSIDE OF < WITH LID MODEL 1220-4 AND PRESSURE REGULATOR BOX.INSTALLATION/LOCATION CALSENSE CONTROLLER ED I MODEL NO.PER PLANS Lu STAINLESS STEEL BOLT. PVC NIPPLE RAINBIRD:EPB-CP-NP-HAN-PRS-D BY CITY REPRESENTATIVE. (SEE NOTES) F­ w VERIFY DIRECTION PRIOR COAXIAL CABLE UJ z COVER ETCHED"IRRIGATION GATE" af CARSON MODEL 1220-12 14"x2l" TO MOUNTING< < NO ANTENNA < (CARBON OR EQUAL) z Df BI- 3: 1- VIOLET I LAVENDER WITH LID MODEL CALSENSE TP110 CALSENSE HARNESS 0 < w 1220-4 WITH STAINLESS STEEL BOLT 120 VOLT DUPLEX OUTLET(GFCT, ---------- CALSENSE TP-1-40(OR APPROVED EQUAL) < FINISH GRADE AND ETCHED WITH CONTROLLER NON-SWITCHED,TO BE PLACED BOARD REGARDLESS p 8 Z ED WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. CLEAN FILL-SEE < o AND VALVE SEQUENCE ENCLOSURE < 6"MIN. FINISH GRADE NO OPEN ELECTRICAL WIRING ( -III--I SHALL BE IN CONTROLLER 90%COMPACTION REQUIRED USE WAT-1 S B-6400-SS 11-T 8"MOUNTAREA. BALL VALVE FOR 117-1 1/2" FINISH MIN. COMMON/CONTROL WIRES --A I =1 GRADE 6"THICK CONCRETE TIE RESILIENT WEDGE-2"OR LARGER WITH SIDEWALK 2-b PROVIDE 6"MIN,OF SAND III BEDDING AND SHADDING -9 11-- 2"OPERATING NUTI 8 FOOTING INSTALLAMIN, OF 3"ABOVE GRADE AND z 71 WATTS 403 RT-RW(2"U5`) -IIIPIG TAIL EXPANSION SLOPE TOP TO DRAIN AT w CLEAN BACKFI ILL-SEE LID LOOP(MIN.24"LONG) MINIMUM 0 SPECS.FOR MATERIAL. RECYCLED WATER GAI E VALVE F 2%, U) ;z -11 90%COMPACTION REQUIRED 2i WARNING TAG EPDXY COATED VALVE RECYCLED WATER IT SEE NOTES 3"SCH 40 CONDUIT FOR 0 c2 III WARNING TAG 3� (SEE NOTES) C01VII00MCONTROL WIRES 2i BRASS ANGLE VALVE W/ 1 120 VOLT WIRE IN RIGID STEEL PURPLE SCH.40 SNAKE PIPE IN ANGLE VALVE WITH UNION A I 1= TRENCH SIZE PER PLAN INSTALL UNION USE CHAMPION CONDUIT(PER LOCAL CODE) zo 3" 3" FLOW 90'S\A/EEP ELL 6" 5E (TYR) ADJACENT TO PRESSURE IE!I 1 1"-2") TO METER ENCLOSURE �ti MODEL 300 SUPPLY LINE t2 71 1 ,I =-, 1 -3/4"WASHED ALL CONNECTIONS SHALL BE WATER TIGHT 8'GROUND ROD I o CRUSHED AGGREGATE "OUTDOOR TYPE"CONNECTIONS. PRESSURE SUPPLY LINE: PURPLE SCH.401CL�315 SNAKE SCH 80 PVC NIPPLE III PRESSURE SUPPLY LINE F1 SLEEVE-SIZE TWICE PIPE IN TRENCH -------- ENCLOSURE MOUNT i-A I' DIAMETER OF PRESSURE U-SCH 80 PVC UNION NOTES SUPPLY LINE CONTROL WIRES-BUNDLE 6"TYR CONTROL&COMMON WIRES I INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL.CODES.LOCATION D-0 TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. AND TAPE AT 15'O.C.AND 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN SEQUENCE OF REMOTE INSTALL ADJACENT TO NON-PRESSURE LATERAL TO S'p CONTROL VALVES . - I I-8 _ i I 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE -flT_H PRESSURE SUPPLY LINE LINE SLEEVE-SIZE TWICE MAINLINE FOR FUTURE USE.P GTAIL EACH ORANGE WIRE AT THE ENCLOSURE. DIAMETER OF NON-PRESSURE 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR, LATERAL LINE 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 8 6"TYP PROVIDE 6"MIN,OF SAND C? BEDDING AND SHADING NOTES 314"WASHED CRUSHED BRASS NIPPLE __j �2 6.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 1, ALL SLEEVES TO BE SCH 40 PVC. NOTES: AGGREGATE BASE PRESSURE SUPPLY LINE LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: SCH 80 PVC SXSXT TEE SYSTEM PRIOR TO ACCEPTANCE. w 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. T ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS, 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. 8.CONTROLLER SHALL NOT BE CONTROLLED BY GPI OUTLET,IT IS TO BE WIRED'HOT'. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 9.INSTALL RECYCLED WATER DECAL(CHRISTY'S PART NO.ID-4100 4 3/8"x 3 1/2")ON CALSENSE (24"MIN,TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. CONTROLLER BOX. NOTE: 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET.L 10�IF METER AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE SSE-MPS-BASE 1.PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION. VALVE NUMBER INSIDE VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4D ENCLOSURE THRU CALSENSE. 0 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 0? 1�1 2.PRESSURE SUPPLY LINE:2 1/2"AND SMALLER 18"MIN.DEPTH 6.ALL VALVES MUST HAVE RECYCLED WARNING TAG(PURPLE)CHRISTY'S PURPLE 11.ALL CONTROLLER CABINET SHALL BE PRE-ASSEMBLED,TESTED AND INSPECTED IN THE FIELD VALVE NUMBER TO WIRE INSIDE VALVE BOX. 0 1� �11 7.COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE cv co1� BY CALSENSE. 3"AND LARGER 24"MIN.DEPTH 6 MODEL NO.ID-MAX-P2-RC009.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. 6.ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS(CFI PURPLE MODEL NO.ID-MAX-P2-RC009) ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART#EX-TA-ET-2-PRW. ATTACHED TO VALVES.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. 12.IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE IVIODELIt:SSE-D-R ----------- ED CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 1�1 0 1? CITY OF RANCHO CUCAMONGA, CALIFORNIA rO APPROVED BY STANDARD PLAN 1� APPROVED BY 1� I APPROVED BY ISOLATION VALVE REMOTE CONTROL VALVE WITH STANDARD PLAN - STANDARD PLAN APPROVED BY F� APPROVED BY CONTROLLER ASSEMBLY STANDARD PLAN TARDIR.PLAN w 0 0 TYPICAL TRENCHING TYPICAL SLEEVING w 3" or smaller 518 SHUT-OFF VALVE & UNION INSTALLATION - TYPE A 524 C11 Q) w 520 > > 532 w CITY ENGINEER DATE USE WIT I I STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT ION . CU­Y ENGINEER 533 'If R C E SHEET 1 OF 1 DAF USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION Cl',Y ENGINEER > CITY ENGINEER 5 DA, USE WITH STANDARD SPECIFICAPONS FOR PUBLIC WORKS CONSTRUCTION UT ENGINEER 53672 R C,E� __ 3672 SHE�T I OF I R.G.E. 53672 SHEET 1 OG DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORDS CONSTRUC PION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.G.E, 53672 SHEET I OF DOE 53672 SHEET I OF I SCALE: SCALE: SCALE: SCALE: SCALE: SOLENOID WIRES.PIG 14"x2l"VIOLET LAVENDER WITH TAIL EACH 36"LONG LID MODEL 1220-4 AND STAINLESS STEEL BOLT,MARKED WITH CARSON MODEL 910 10"ROUND FIXED FLOW REGULATOR IRRIGATION RCV"AND ETCHED PURPLE BOX WITH LID ETCHED STRUCTURE OR FLOW PER DESIGN WITH,CONTROLLER AND VALVE "QCV"AND STAINLESS STEEL BOLT. HARDSCAPING SCH 80 CLOSE NIPPLE SEQUENCE. 8 SAME SIZE AS RCV FINISH GRADE REMOTE CONTROL VALVE WITH PRESSURE REGULATOR AT GRADE IN TURF AREAS 1 6"MIN. 3"IN PLANT BEDS USE CHAMPION ANGLE WITH LEGEND: C11F­____----- === --------------- ----- -- -- --------- MAX AT GRADE IN LAWN AREAS LATERAL UNION MODEL 300(1 2 3"�IN F1 ON-TURF AREAS SAME SIZE AS RCV LOCKING GRATE 1I _L� - - 10 L F_ -- ------------------------- 20 BUBBLER PER LEGEND III- BUBBLER--- ROOT ZONE WATERING SYSTEM (RWS): T NELSON QCV WITHIII BLER----, ,---BUBBLER 30 TII- LOCKING PURPLE CAP SCII 411 PVC RAINBIRD RWS-SERIES I - (-4 MODEL 7645(3/4`),(1) FITTING d ROOT BALL TREE NELSON#7641 QCV KEY, (INCLUDES BUBBLER ON RISER. --- CHECK VALVE, 1/2"SPIRAL BARB ELBOW, AND(1)HOSE SWIVEL. �1 l�- It STAINLESS STEEL AND MESH TUBE) FLOW SCREW CLAMP 2 r3 4 PVC WYE STRAINER WITH INTEGRAL FINISH GRADE MINIMUM(3)PLACES 4�BALL FLUSH VALVE AND DOWN STREAM C�) �D/ =�= -======---------- 4 STREAM PRESSURE GUAGE,ORIENT ------ I 3/4"WASHED 1171-1 1 3 SUCH THAT IT IS READABLE. 50 CHECK VALVE < I ­� AGGREGATE BASE 4 o- >_ * SPACING AS INDICATED #4 WASHED GRAVEL 4'1 6 0 CRUSHED S _7 SALCO DYSFG PLAN SIZED �A20 ON IRRIGATION LEGEND �2 z, SCH 40 BRASS NIPPLE 1/2-INCH PVC SCH 80 NIPPLE 24"LONG SCH 40 BRASS NIPPLE5 r8 1/2-INCH 90-DEGREE ELBOW LEGEND: PRESSURE SUPPY LINE SCH 80 PVC NIPPLE 3/4"WASHED 5 12-INCH SWING ASSEMBLY �91:70 90 PVC INPUT LATERAL FROM VALVE.SIZE AS C6 PVC EXHAUST HEADER,SIZE AND LOCATION SAME SIZE AS RCV CRUSHED AGGREGATE 0,�ag -,O%p 7 NOTED ON IRRIGATION PLAN. PER PLAN,CONNECT TECHLINE TO PVC w/ 0, gga ON rl 1/2-INCH MALE NPT INLET PVC TEES AND COMPRESSION FITTINGS. SCH 40 PVC SXSXT TEE 3 8 1�� j Raeo IAE�R NETAFIM TECHLINE, EMITTERS AND SPACING GLUE ALL PVC-TO-PVC CONNECTIONS, ,�1-0 0- 0, SCH 40 BRASS�O ELL I PVC SCH 40 TEE OR ELL BETWEEN LINES AS PER IRRIGATION 8 10 10, LEGEND.2"TO 3"MIN,SOIL COVER. 11 T ELL" NOTES: SCH 80 PVC 90 07 PVC FITTINGS,TYPE AND SIZE AS REQUIRED. STREET SCH 40 BRASS 60 102 LATERAL PIPE GLUE ALL PVC-TO-PVC CONNECTIONS. USE LEGEND: 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. '-QE STREET ELL NETAFIM FLUSH VALVE, MODEL#TL050MFV-1 PRESSURE SUPPLY 2, INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. COMPRESSION FITTINGS FOR ALL LINE FITTING 1�) SEMI-RIGID MESH TUBE PVC-TO-TECHLINE CONNECTIONS. 1 3/4"DIAMETER DRIP TUBE. #4 REBAR STAKE 3. PLACE VALVE BOX RIGHTAINGLES TO STRUCTURES OR HARDSCAPING. 10 04 PLANTER AREA PER PLANS. (24"LONG) 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3 E? 0- -1 °gvPVC COMPRESSION FITTINGS FOR ALL 3/4"PVC BALL VALVE#TL050MFV-1. PRESSURE SUPPLY LINE 5- ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER 0 08 S EDGE OF PLANTER AREA. TECHLINE-TO-TECHLINE CONNECTIONS. AND VALVE NUMBER TO WIRE INSIDE VAVLE BOX, 0 3 12 11 10 , 9" DIAMETER PLASTIC VALVE BOX. NOTE: 6. USE RAINBIRD XC2-150-COM DRIP VALVE. b 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 '07:1 p- 'go, *DRIP USED ONLY WITH SPECIAL CITY PERMISSION mom0 04 6"CRUSHED GRAVEL. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA Io SCA P, APPROVED BY: APPROVCDBY STANDARD PLAN STANDARD PLAN U ITT QUICK COUPLING VALVE REMOTE CONTROL VALVE SYSTEM C, 536 w FOR DRIP IRRIGATION* 521 '�A > CITY ENGINEER G DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC CI_ EN­NEER DATE USE WTH STANDARD SPECIRCAUONS FOR PUBLIC WORKS CONSTRUCTION 'E RC,E 5P672 WORKS CONSTRUCTION SHEET I OF I R.C.E, 24953 SHEET I OF 0 TREE B"u' 'BIBLER S"T/STEM NETAFIM TECI ILINE CV SUB-SURFAC`E MANUAL FLUSH VALVE 31-16 e awar t SCALE: SCALE: SCALE: SCALE: SCALE: Date 5 10 OF CP,\- EASY FIT COMPRESSION TEE LANDSCAPE LEGEND: DRIPLINE TUBING 6 7 6 ri 0--", LEGEND: 10 BUBBLER PER IRRIGATION A MULCH LAYER LEGEND, FINISH GRADE 8 10 SINGLE XBT-20 OR MULTI-PORT XBT-20-6 DRIP POT PER PLANTING PLAN, 2 EMITTER.PLUG ANY UNUSED PLANTER BUBBLER SICK 40 PVC RISER, LENGTH AS 7 TIE DOWN STAKE OUTLETS. ADJACENT PAVING PER CONST,PLAN. REQUIRED. DESCRIPTION OF REVISION DATE CITY 4 9 - PLAN APPROVED SCH.40 PVC LATERAL. 1/2"SCH. 80 PVC NIPPLE. 80 TORO FCV-BB MICROFLOW VALVE FOR LINE FLUSHING, 1 9 o /71.7'_7'. C4 .1 ., .. < _) MARLEX 900 STREET ELL. CITY OF RANCHO CUCAMONGA rl/ PVC TEE(SxSxT). 7 NOTES: SCH.40 PVC LATERA PVC LATERAL LINE PER PLAN, L LINE, _`IC CENTER RENOVATION 5, 8 - 50 A CONTRACTOR TO COORDINATE INSTALLATION OF 06 PVC TxT 901 ELL. CI v 2� 05 1/4"PT-025 DISTRIBUTION TUBING, LENGTH AS 2 A 2 3 4 REQUIRED. PIPING UNDER HARDSCAPE w/GENERAL CONTRACTOR. 10 NEC"ORNER HAVENAVE & PLAN 1 (D VINE. POT DRIPPER STABILIZER, NOTE: B CONTRACTOR TO LOCATE PVC NIPPLE WITHING ROOT BALL, C, 4 CIVIC CENTER DR IF INSTALLING LANDSCAPE DRIPLINE UNDER SOIL, ADJACENT PLANTING AREA AND CONCEAL NIPPLE 07 CONNECT 1/4" LANDSCAPE DRIPLINE TORO SECTION 0400 900 ELBOW BARB CONNECTOR AND SPIRAL AND EIMTTER DISTRIBUTION TUBING TO POT. GATIM DETAIL 1 DO NOT BURY MORE THAN 3"BELOW GRADE. MCRG-206 TO 1/4"DISTRIBUTION TUBING w/FEE IC9) FINISH GRADE. IRRIG %Ij DRIPLINE IN POT TO PROVIDE WATER TO ALL C ALL MODEL#'S INDICATED ARE RAINBIRD. 100 TYPICAL BACKFILL LIMIT. APPROVED BY: DATE: o-2-112,s 11 co PLANT MATERIAL. BERM, 10, CITY ENGINEER RCE No. 67514 6 5 3 DESIGN NOTE: RECOMMENDED ARCHITE&6k DESIGN GROUP .0) ALIGN PIPE w/FACE OF PLANT PIT WALL, GPD/JLP LANDSCAPE ARCHITECTURE u X SECTION SITE PLANNING Li DRAWN 10221-A TRADEMARK STREET SHEET RANCHO CUCAMONGA, CA 91730 DRIlr"I'LINE BELOW GRAu'_`E Puf"T IRRIG"ATIOM C"011- DRI ,r_`LINE BUB B L E R T 0`% 'V'I N E (909)484-2800 FAX: (909)484-2802 1 % STAFF CONTACT PERSON: JOSIF PELAYO L-4.40E- 27 SCALE: SCALE: SCALE: CHECKED ILA NO.-183-4 DRAWING NO. S H LJ JRC/J'LP DATE 9/22/15 JOB NO. 13_38-CC 2418-L PROJECTSheetNo. 147 of 97 O TR LLER BA' WATER SCHEDULE - PLANT ESTABLISHMENT I LA CON" OLL R ' ` ATE SCHEDULE - ESTABLISHED LANDSCAPE Landscape titer Use CalculationsController ' - AVERAGE DAILYRUN TIMES (MINUTES) AVERAGE DAILY RUN TIMES (MINUTES) Project Information Total Total Total square footage of Landscape Area (including Special Landscape Area) LA= 17,653 T+�ta!Annual Valve Annual Valve Area ' Total Annual Valve Annual Valve Area Valve Equipment I.E. Plant Material KJ. AR. Jan Feb Mar Apr May June July Aug Sep Oct Nov Dec Valve Minutes G.P.M. Gallons Sq.Ft. Valve Equipment I.E. Plant Material K.L P.R. Jan Feb Ils9ar Apr May June July Aug Sep Oct Nov Dec Valve Minutes G.P.M. Gallons Sq.Ft. Total square footage of Special Landscape Area SLA= rl � 1 Drip 0.90 Shrubs - Mix 0.30 0.49 6 7 10 13 15 15 17 16 12 10 7 6 1 3.779 3 11,338 587 1 Drip 0.90 Shrubs-Mix 0.30 0.49 3 3 5 7 7 8 8 8 6 5 3 3 1 1,890 3 5,669 587 Mist, ETo for the area ETo= 46,5 2 Drip 0.90 Shrubs - Mix 0.30 0.43 7 8 11 15 17 18 19 19 14 12 8 7 2 41365 4 17.460 904 2 Drip 0.90 Shrubs-Mix 0,30 0.43 4 4 6 8 9 9 10 9 7 6 4 3 2 2,183 4 81730 904 3 Drip 0.90 Shrubs - Mix 0.30 0.45 7 8 11 15 16 17 18 18 14 11 8 6 3 4,129 4 16,514 855 3 Drip 0.90 Shrubs-Mix 0.3Q 0.45 3 4 5 7 8 8 9 9 7 6 4 3 3 2,064 4 8,257 855 Maximum Annual Water Allocation MAWA 4 Bubbler 0.85 Trees- Mix' 0.40 3.17 1 2 2 3 3 3 4 4 3 2 2 1 4 829 10 8,289 304 4 Bubbler 0.85 Trees-Mix 0.40 3.17 1 1 1 1 2 2 2 2 1 1 1 1 4 414 10 4,145 304 MAWA is Calculated using the following formula: (Eto) (.62) [(0.7 x LA) (0.3 x SLA)] 5 Drip 0.90 Shrubs-Mix 0.30 0.44 7 8 11 15 17 17 19 18 14 12 8 7 5 4,251 9 38,262 1,981 5 Drip 0.90 Shrubs-Mix 0.30 OA4 3 4 6 8 8 9 9 9 7 6 4 3 5 2,126 9 19,131 1,981 6 Bubbler 85,00 'Trees-Mix 0.40 3.01 0 0 0 0 0 0 0 0 0 0 0 0 6 9 9 79 288 6 Bubbler 85.00 Trees-Mix 0.40 3,01 0 0 0 0 0 0 0 0 0 0 0 0 6 4 9 39 288 AU`11A= 356,255 gallons/yr 7 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 7 Not Used 0.00 None 0.00 0,00 0 0 0 0 0 0 0 0 Q 0 0 0 7 0 0 0 0 8 Drip 0.90 Shrubs-Mix 0.30 0.47 6 7 10 14 16 16 17 17 13 11 7 6 8 3,966 6 23,796 1,232 8 Drip 0.90 Shrubs-Mix 0.30 0.47' 3 4 5 7 8 8 9 9 7 5 4 3 8 1,983 6 11,898 1,232 Estimated Applied'using r e (EAWU) EAWU is Calculated using the following formula: (Eto) (.62) [(PF x FIA i IE)+ SLA] 9 Bubbler 0.85 Trees-Mix' 0.40 3.01 1 2 2 3 3 4 4 4 3 2 2 1 9 873 7 6.108 224 9 Bubbler 0.85 Trees-Mix 0.40 3,01 1 1 1 2 2 2 2 2 1 1 1 1 9 436 7 3,054 224 10 Drip 0.90 GC - Mix 0.30 1.09 3 3 4 6 7 7 7 7 6 5 3 3 10 1.709 2 3,419 177 10 Drip 0.90 GC -Mix 0.30 1.09 1 2 2 3 3 3 4 4 3 2 2 1 10 855 2 1,709 177 Hydrozone 1: Mix Shrubs, Drip Plant Factor IMF= 0.3 11 Drip 0,90 Shrubs- Mix 0.30 0,42 7 8 11 16 17 18 19 19 15 12 _ 8 7 11 4,404 2 8,807 456 11 Drip Q.90 Shrubs-Mix 0.30 0.42 4 4 6 8 9 9 10 9 7 6 4 3 11 2,202 2 4,404 456 square footage of hydrozone 1Ir = 12,918 (SLA-S) 12 Drip 0.90 Shrubs-Mix 0.30 0.52 6 7 9 13 14 14 16 15 12 10 7 5 12 3,544 2 7,088 367 12 Drip 0.90 Shrubs-Mix 0.30 0.52 3 3 5 6 7 7 8 8 6 5 3 3 12 1,772 2 3,544 367 13 Bubbler 0.85 Trees Mix 0.40 3.19 1 2 2 3 3 3 4 4 3 2 2 1 13 824 9 7,417 272 13 Bubbler Q.85 Trees-Mix 0.40 3.19 1 1 1 1 2 2 2 2 1 1 1 1 13 412 9 3,708 272 hydrozone irrigation efficiency IE= 0.9 14 Drip 0.90 GC - Mix 0.30 1.05 3 3 5 6 7 7 8 8 6 5 3 3 14 1,777 4 7,108 368 14 Drip Q.90 GC -Mix 0.30 1.05 1 2 2 3 3 4 4 4 3 2 2 1 14 888 4 3,554 368 #1 EAWU = 124,142 gallons J yr 15 Drip 0.90 Shrubs- Mix 0.30 0.49 6 7 10 13 15 16 17 16 13 11 7 6 15 3,815 6 22.888 1,185 15 Drip 0.90 Shrubs-Mix 0.30 0.49 3 4 5 7 7 8 8 8 6 5 4 3 15 1,907 6 11,444 1,185 16 Bubbler 0.85 Trees-Mix 0.40 3.34 1 1 2 3 3 3 3 3 3 2 1 1 16 785 5 3,927 144 16 Bubbler 0,85 Trees-Mix 0.40 3.34 1 1 1 1 2 2 2 2 1 1 1 1 16 393 5 1,963 144 Flyclrcazorle#2: Low GC, Drip Plant Factor PF= 0,3 17 Drip 0.90 GC - Mix 0.30 0,92 3 4 5 7 8 8 9 9 7 6 4 3 17 2,012 6 12,072 625 17 Drip 0.90 GC -Mix 0.30 0.92 2 2 3 4 4 4 4 4 3 3 2 2 17 1,006 6 6,036 625 square footage of hydrozone 9ta 3,135 (SLA=o} 18 Drip 0.90 Shrubs -Mix 0.30 0.44 3 4 6 7 8 9 9 9 7 6 4 3 18 2,110 16 33,762 3,496 hydrozone irrigation efficiency IE= 0.9 18 Drip 0.90 Shrubs- Mix 0.30 0.44' 7 8 11 15 17 17 18 18 14 12 8 6 18 4,220 16 67,024 3,496 p #2 EAWU = 30,127 gallons/yr 19 Drip 0.90 GC - Mix 0.30 0.95 3 4 5 7 8 8 9 8 6 5 4 3 19 1,954 13 25,399 1,315 19 ®rip 0.90 GC -Mix 0.30 0.95 2 2 3 3 4 4 4 4 i 3 3 2 2 19 977 13 12,699 1,315 20 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 20 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 21 Bubbler 0.85 'Trees Mix 0.40 3.44 1 1 2 3 3 3 3 3 3 2 1 1 21 763 4 3,054 112 21 Bubbler 0.85 Trees-Mix 0.40 3.44 1 1 1 1 1 2 2 2 1 1 1 1 21 382 4 1,527 112 Hydrozone#3: Mix Trees, Bubbler Plant Factor PF= 0.4 22 Drip 0.85 'Shrubs-Mix 0.40 0.57 7 8 12 16 18 19 20 20 15 13 8 7 22 4,598 11 50,582 1,855 22 Drip 0.85 Shrubs- Mix 0.40 0.57 4 4 6 8 9 9 10 10 8 6 4 4 22 2,299 11 25.291 1,855 square footage of hydrozone I lA= 1,600 (SLA=O) 23 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 23 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 D 0 0 23 0 0 0 p hydrozone irrigation efficiency IE= 0.85 24 Bubbler 85.00 Trees- Mix 0.40 3,01 0 0 0 0 0 0 0 0 0 0 0 0 24 9 6 52 192 24 Bubbler 85.00 Trees- Mix 0.40 3.01 0 0 0 0 0 0 0 0 0 0 0 0 24 4 6 26 192 #3 EAWU = 21,707 gallons/yr 25 Bubbler 0.90 Trees-Mix 0.40 3.01 1 2 2 3 3 3 4 4 3 2 2 1 25 824 2 1,648 64 25 Bubbler fl.90 Trees-Mix 0.40 3.01 1 1 1 1 2 2 2 2 1 1 1 1 25 412 2 824 64 Hydrozone#4: Mix Vines, Bubbler plant Factor PF= 0.3 26 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 26 Not Used 0.00 None 0,001 0.00 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 square footage of hydrozone SLA=[_0 (HA=O) 27 Drip 0.90 GC- Mix 0.30 1.04 3 3 5 6 7 7 8 8 6 5 3 3 27 1,794 7 12,555 650 27 Drip 0.90 GC -Mix 0.30 1.04 1 2 2 3 4 4 4 4 3 2 2 1 27 897 7 6,277 650 hydrozone irrigation efficiency IE= 0.85 28 Not Used a00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 28 Not Used 0,00 None 0.00 0.00 0 Q 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 #4 EAWU = 0 gallons (yr 29 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 29 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 30 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 30 Not Used O.QO None 0,00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 Hydrozone#4: Mix Pots Babbler Plant Factor PF= 0.3 MonthlyEvapotranspiration Rate 2.1 2.4 3.4 4.6 5,1 5.3 5.7 5.6 4.3 3,6 2.4 2.0 Totals 55,233 147 3.... 17,653 l�iontlll Evapotranspiration Rate 2.1 2,4 3,4 4.6 5,1 5.3 5.7 5.6 4.3 3.6 2.4 2.0 T�fals 27,616 147 177, 3 17,653 y square footage of hydrozone SLA=[ 0 (HA=O) RUN TIME FORMULA=2*(60*E.T.)/(P.R.*28 DAYS)*K.I.*(1/I.E.) RUN TIME FORMULA=(60*E.T.)/(P.R.*28 DAYS)*K.I.*(1/I.E.) hydrozone irrigation efficiency IE= 0,85 46ob Annual Evapotranspiration date 46.5 Annual Evapotranspiration bate #4 EAWU - 0 gallons /yr NOTE: TOTE: - 1. The plant establishment water schedules are shown for guideline use only and are to be modified according to plant needs and as the weather changes. 1. The water schedules are shown for guideline use only and are to be modified accordingly as the weather changes with the assistance of a programmed smart controller. Total EAWU 175, 77 gallons/yr 2. It is based on the mothly evapotranspiration rates for City of Rancho Cucamonga, GA. 2. It is based on the mothly evapotranspiration rates for City of Rancho Cucamonga, CA. - _ gallons/yr ' ' � � - EAWU ® 180,279 ESTABLISHMENT CHART U ET O TR5L'LE gB' _TE SCHEDULE - PLANT ESTABLISHMENT PERIODCOOT LLE ' ' ATE SCHEDULE - ESTABLISHED, LANDSCAPE AVERAGE DAILY RUN TIMES (MINUTES) AVERAGE AIL" RUN TIMES (MINUTES) TE'S� Total Total Total Annual Valve Annual Valve Area Total Annual Valve Annual Valve Area Valve Equipment LE. Plant Material KJ, PP. Jan Feb Mar Apr FMayJune .July Aug Sep Oct Nov Dec Valve Minutes G.P.M. Gallons Sq,Ft, Valve Equipment I.E. Plant Material KIL P.R. Jan Feb Mar Apr May June July Aug Sep Oct Nov Dec Valve Minutes G.PM. Gallons Sq.Ft, 1 Drip 0.90 Shrubs-Mix 0.30 0.40 7 9 12 16 18 19 20 20 15 13 9 7 1 4,636 3 13,907 720 1 Drip 0.90 Shrubs - Mix 0.30 0,40 4 4 6 8 9 9 10 10 8 6 4 4 1 2,318 3 6,953 720 2 Bubbler 0.85 Vines- Mix 0.30 3.44 1 1 1 2 2 2 3 2 2 2 1 1 2 573 4 2,290 112 2 Bubbler 0.85 Vines-Mix 0.30 3.44 0 1 1 1 1 1 1 1 1 1 1 0 2 286 4 1,145 112 3 Bubbler 0.85 Trees �/lix 0.40 3.28 1 1 2 3 3 3 4 3 3 2 1 1 3 800 6 4,799 176 3 Bubbler 0.85 Trees-Mix 0.40 3.28 1 1 1 1 2 2 2 2 1 1 1 1 3 400 6 2,400 176 4 Drip 0.90 Shrubs- Mix 0.30 0.39 8 9 12 17 18 19 21 20 16 13 9 7 4 4,713 2 9,426 4.88 4 Drip 0.90 Shrubs-Mix 0.30 0.39 4 4 6 8 9 10 10 10 8 7 4 4 4 2,356 2 4,713 488 5 Bubbler 0.85 Vines - Mix 0.30 3.44 1 1 1 2 2 2 3 2 2 2 1 1 5 573 6 3,436 168 5 Bubbler 0.85 Vines-Mix 0.30 3.44 0 1 1 1 1 1 1 1 1 1 1 0 5 286 6 1,718 168 6 Bubbler 0.85 Trees-Mix 0.40 3.34 1 1 2 3 3 3 3 3 3 2 1 1 6 785 5 3,927 144 6 Bubbler 0.85 Trees-Mix 0.40 3.34 1 1 1 1 2 2 2 2 1 1 1 1 6 393 5 1,963 144 7 Drip 0.90 Shrubs- Mix 0.30 0.42 7 8 12 16 17 18 19 19 15 12 8 7 7 4,411 16 70,576 3,654 7 Drip 0.90 Shrubs- Mix 0.30 0.42 4 4 6 8 9 9 10 9 7 6 4 3 7 2,205 16 35,288 3,654 8 Bubbler 0.85 Vines- Mix 0.30 3.17 1 1 2 2 2 3 3 3 2 2 1 1 8 620 3 1,861 91 8 Bubbler 0.85 Vines-Mix 0.30 3.17 1 1 1 1 1 1 1 1 1 1 1 0 8 310 3 931 91 9 Bubbler 0.85 Trees-Mix 0.40 3.61 1 1 2 3 3 3 3 3 2 2 1 1 9 727 3 2,181 80 9 Bubbler 0.85 Trees - Mix 0.40 3.61 1 1 1 1 1 1 2 2 1 1 1 1 9 364 3 1,091 80 10 Drip 0.90 GC - Low 0.30 0.96 3 4 5 7 8 8 8 8 6 5 4 3 10 1,937 7 13,559 702 10 Drip 0.90 GC -Low 0.30' 0.96 2 2 3 3 4 4 4 4 3 3 2 1 10 968 7 6,779 702 11 Drip 0.90 Shrubs- Mix 0.30 0.58 5 6 8 11 13 13 14 14 11 9 6 5 11 3,213 12 38,552 1,996 11 Drip 0.90 Shrubs-Mix 0.30 0.58 3 3 4 6 6 7 7 7 5 4 3 2 11 1,606 12 19,276 1,996 12 Bubbler 0.85 Pot- Mix 0.30 9.17 0 0 1 1 1 1 1 1 1 1 0 0 12 215 2 429 21 12 Bubbler 0.85 Pot-Mix 0.30 9.17 0 0 0 0 0 0 0 0 Q 0 0 0 12 107 2 215 21 13 Bubbler 0,85 Vines-Mix 0.30 3.82 1 1 1 2 2 2 2 2 2 1 1 1 13 515 5 2,577 126 13 Bubbler 0.85 Vines-Mix 0.30 3.82 0 0 1 1 1 1 1 1 1 1 0 0 13 258 5 1,288 126 14 Drip 0.90 Shrubs- Mix 0.30 0.58 5 6 8 11 13 13 14 14 11 9 6 5 14 3,214 13 41,778 2,163 14 Drip 0.90 Shrubs - Mix 0.30 0.58 3 3 4 6 6 7 7 7 5 4 3 2 14 1,607 13 20,889 2,163 15 Bubbler 0.85 Trees -Mix 0A0 3.01 1 2 2 3 3 4 4 4 3 2 2 1 15 873 7 6,108 224 15 Bubbler 0.85 Trees - Mix 0.40 3,01 1 1 1 2 2 2 2 2 1 1 1 1 15 436 7 3,054 224 16 Bubbler 0.85 Vines- Mix 0.30 3.55 1 1 1 2 2 2 2 2 2 2 1 1 16 555 8 4,438 217 16 Bubbler 0.85 Vines- Mix 0.30 3.55 0 1 1 1 1 1 1 1 1 1 1 0 '16 277 8 2,219 217 17 Bubbler 0.85 Trees - Mix 0.40 3.21 1 2 2 3 3 3 4 4 3 2 2 1 17 818 8 6,544 240 17 Bubbler 0.85 Trees - Mix 0.40 3.21 1 1 1 1 2 2 2 2 1 1 1 1 17 409 8 3,272 240 18 Drip 0.90 Shrubs- Mix 0.30 0.46 6 7 10 14 16 16 18 17 13 11 7 6 18 4,010 5 20,049 1,038 18 Drip 0.90 Shrubs -Mix 0.30 0.46 3 4 5 7 8 8 9 9 7 6 4 3 18 2,005 5 10,024 1,038 19 Drip 0.90 GC - Low 0.30 0.97 3 4 5 7 7 8 8 8 6 5 4 3 19 1,909 22 41,990 2,174 19 Drip 0.90 GC -Low 0.30' 0.97 2 2 2 3 4 4 4 4 3 3 2 1 19 954 22 20,995 2,174 20 Drip 0.90 'Shrubs - Mix 0.30 0.59 5 6 8 11 12 13 14 14 10 9 6 5 20 3,172 14 44,404 2,299 20 Drip 0.90 Shrubs-Mix 0.30 0.59 3 3 4 6 6 6 7 7 5 4 3 2 20 1,586 14 22,202 2,299 21 Bubbler 0.85 Trees- Mix 0A0 3.28 1 1 2 3 3 3 4 3 3 2 1 1 21 800 6 4,799 176 21 Bubbler 0.85 Trees-Mix 0A0 3.28 1 1 1 1 2 2 2 2 1 1 1 1 21 400 6 2,400 176 22 Drip 0.90 Shrubs- Mix 0,30 0.40 7 9 12 16 18 19 20 20 15 13 9 7 22 4,616 4 18,465 956 22 Drip 0.90 Shrubs-Mix 0.30 0.40 4 4 6 8 9 9 10 10 8 6 4 4 22 2,308 4 9,232 956 23 Bubbler 0.85 Vines - Mix 0.30 4.59 1 1 1 2 2 2 2 2 1 1 1 1 23 429 2 859 42 23 Bubbler 0,85 Vines-Mix 0.30 4.59 0 0 1 1 1 1 1 1 1 1 0 0 23 215 2 429 42 24 Bubbler 0,85 Vines- Mix 0.30 3.93 1 1 1 2 2 2 2 2 2 1 1 1 24 501 2 1,002 49 24 Bubbler 0.85 Vines- Mix 0.30 3,93 0 0 1 1 1 1 1 1 1 1 0 0 24 251 2 501 49 25 Drip 0.90 Shrubs-Mix 0.30 0.47 6 7 10 14 15 16 17 17 13 11 7 6 25 3,945 4 15,780 817 25 Drip 0.90 Shrubs- Mix 0.30' 0.47 3 4 5 7 8 8 9 8 7 5 4 3 25 1,973 4 7,890 817 26 Drip 0.90 Shrubs-Mix 0.30 0,46 7 7 11 14 16 17 18 17 13 11 7 6 26 4,054 8 32,429 1,679 26 Drip 0.90 Shrubs- Mix 0.30 0,46 3 4 5 7 8 8 9 9 7 6 4 3 26 2,027 8 16,215 1,679 27 Bubbler 0.85 Shrubs-Mix 0.30 3.01 1 1 2 2 3 3 3 3 2 2 1 1 27 654 8 5,235 256 27 Bubbler 0.85 Shrubs- Mix 0.30 3.01 1 1 1 1 1 1 1 1 1 1 1 1 27 327 8 2,618 256 28 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 28 Not Used 0.00 None 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 29 Bubbler 0.85 Trees- Mix 0,40 4.51 1 1 2 2 2 2 3 3 2 2 1 1 29 582 3 1,745 64 29 Bubbler 0.85 Trees -Mix 0.40 4,51 0 1 1 1 1 1 1 1 1 1 1 0 29 291 3 873 64 30 Bubbler 0.85 Vines Mix 0.30 6.88 0 1 1 1 1 1 1 1 1 1 1 0 30 286 5 1,432 70 30 Bubbler 0.85 Vines -Mix 0.30 6.88 0 0 0 1 1 1 1 1 0 0 0 0 30 143 5 716 70 31 Drip 0.90 Shrubs- Mix 0.30 0.48 6 7 10 14 15 16 17 17 13 11 7 6 31 3,892 6 23,351 1,209 31 Drip 0.90 Shrubs-Mix 0.30 0.48 3 4 5 7 8 8 9 8 6 5 4 3 31 1,946 6 11,676 1,209 4ts1,10 SCq p� 32 Bubbler 0.85 Trees-Mix 0A0 3.01' 1 2 2 3 3 4 4 4 3 2 2 1 32 873 6 5,235 192 32 Bubbler 0.85 Trees -Mix 0.40 3.01 1 1 1 2 2 2 2 2 '1 1 1 1 32 436 6 2,618 192 0 u111��e 9p MonthlyEvapotranspiration Rate' 2.1 2.4 3.4 4.6 5.1 5.3 5.7 5.5 4.3 3.6 2.4 2.� Totals 58,898 205 443,163 22,343 Monthly Evapotranspiration Rate 2.1 2,4 3.4 4.6 &1 5.3 5.7 5.6 4.3 3,6 2,4 2.0 Totals' 2 ,44 2f15 221,582 22,343 RUN TIME FORMULA=2 60 E.T. / P.R. 28 DAYS *K.I. 1/I.E. RUN TIME FORMULA= 60 E.T. ( P.R. 28 DAYS K.I. 1/I.E. � 46.5 Annual Evapotranspiration Rate 46.5 Annual Evapotranspiration Rate -� � X � NOTE: �-1 fCaTE: 7 31-16 1. The plant establishment water schedules are shown for guideline use only and are to be modified according to plant needs and as the weather changes. 1. The water schedules are shown for guideline use only and are to be modified accordingly as the weather changes with the assistance of a programmed smart controller. Re , al Date 2. It is based on the mothly evapotranspiration rates for City of Rancho Cucamonga, A, 2. It is based on the mothly evapotranspiration rates for City of Rancho Cucamonga, CA. d',s Date ' 1 _ � t OF CP��--���� CONTROLLER HART HED HART Landscape titer S Calculations troller ' ' Hydrozone#1: Mix Shrubs, Drip Plant Factor PF= 0,3 square footage of hydrozone HA= 17,275 (SLA=O) Project Information hydrozone irrigation efficiency IE= 0.9 Total square footage of Landscape Area (including Special Landscape Area) LA= 22,343 #1 EAWU = 166,013 gallons/yr Total square footage of Special Landscape Area SLA= DESCRIPTIONF II ATE CITE Hist. ETo for the area ETc= 46.5 Hydrozone#2: Low GC, Drip Plant Factor PF= 0.3 APPROVED square footage of hydrozone HA= 2,876 (stA-o Maximum Annual Water Allocation (MAWA) hydrozone irrigation efficiency IE= ..............0.9 CITY OF RANCHO CUCAMONGA IVIAWA is calculated using the following formula: (Eto) (.62) [(0.7 x LA) + (0.3 x SLA)] #2 EAWU = 27,638 gallons/yr "ENTER RENOVATION MAWA® 450,904 gallons/yr Hydrozone#3: Mix Trees, Bubbler Plant Factor PF= 0.4 square footage of hydrozone HA= 1,296 (SLA=O) -17 Estimated Applied Water Use (EAWU) hydrozone irrigation efficiency IE= 0.85 NE CORNER HA V EN AVE & EAWU is calculated using the following formula: (Eto) (.62) [(PF x HA/ IE)+ SLA] #3 EAWU = 17,583 gallons/yr CIVIC CEN]"ER DR Hydrozone#4: Mix Vines, Bubbler Plant Factor PF= 0.3 square footage of hydrozone SLA= 875 (HA=O) I '�- hydrozone irrigation efficiency IE= 0.85 #4 EAWU = 8,903 gallons/yr DPP DATE. rzs � Hydrozone#4: Mix Pots, Bubbler Plant Factor PF= 0.3 CITY ENGINES RCE o. 67514 square footage of hydrozone SLA= 21 (HA=O} DESIGN Ate IT RA DE I GROUP RECOMMENDED D hydrozone irrigation efficiency IE= 0.85 GP /11,P LANDSCAPE ARCHITECTURE #4 EAWU = 214 allons/ r SITE PLANNING g Y 10221-A TRADEMARK STREET " tWATER ET DRAWN Total EAWU = 220,137 allons / r CNN RANCHO CUCAMONGA, CA 91730 SHEET g y (909)484-2800 FAX: (909)484-2802 - 0 CONTACT PERSON:JOSIF PELAYO CHECKED RLA NO. 2834 DRAWING NO. IVi'A�N'A - EA�JLI = 23fl,76? gallons!yr ,, JI�C/JL, DATE 9I22I15 1O>�No. l.�3 8�-CC' 2�-1 8-�, PROJECT Sheet No. of LU EX-2 EX�2 C/) PLANTING NOTES . .......... 0 F F F 0 0 0 0 0 0 85 85 MULCH NOTE: 82 85 87 83 40 /31 90 0� LIMIT OF WORK 45 1, CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS THAT PREVENT INSTALLATION PER NZIN-_R11- _11N�l 11 N W NN M `4 PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION INSTALL A 3"LAYER OF CHIPPED MULCH IN ALL FF?N N_ SHRUB AREAS (1 1/2 IN ALL GROUNDCOVER —:Jj, 2... % 1 :7;= 9 EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. ly Ad AREAS),MULCH SHALL BEWALK ON CHIPS'AS p U k,,, PHASE3 '42 _C- 16 MADE BY EARTHWORKS,RIVERSIDE,CA, CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS AND % CONTACT LEFO PHORORO(951)782-0260, 2. 0 A. PHASE 6 BACKFILL REQUIREMENTS. X V SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL V W _T ZI 0 PRIOR TO PURCHASE AND/OR PLACEMENT FOR 38 68 F OWNERS RE 3, CONTRACTOR SHALL FAMILIARIZE H[MSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES,STRUCTURES, ETC.,AND C - 1 9 SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID PRESENTATIVE'S APPROVAL, "o UNDERGROUND FACILITIES. rN EX-7 X_' N �L 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM N V �4 r HAVE BEEN COMPLETED AND TESTED, FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY �Xl 0 GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY, 21 EX-2 7 F 2, 5, ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 81 FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO > 11 1 b F N 6- F EXCAVATION, 6 G F i2 14 EX-2 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE 2 6 LIMIT OF WORK THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR, S"e REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE R P X & N N R << CITY. R 37,^,- R 17 N R R A< QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS 7. F INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. > &f 'el CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. -T 8. 147 sf T H EX-6 9, THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES R 5 354s SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6" X �-A 1,�,: F INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. APPLIES TO ALL SHUB BEDS, F 81 44V 1% G > _�J 4 CY. NITROGEN STABILIZED SAWDUST 46 F 120 LBS GYPSUM > 30 125 LBS,GRO-POWER PLUS F > 0 10, LANDSCAPE AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES ­H -20 36 AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON, GRADING OPERATIONS SHALL 14............. ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND G PHASE PLACEMENT. 23 EX-2 EX- -2 5� PHA SPECIFY WOOD CHIP MULCH#3,AVAILABLE FROM: 10 5 ARTESIA SAWDUST 1561 s 13434 ONTARIO AVENUE ... ..... PHASE3 ONTARIO, CA 91761 F TEL, (909)947-5983 FAX. (909)923-72084 .32 1\1 B H�SE 4 oor "0, 46�, H W K 20", 49 L0 ­t Ill LIJ "LANTING LEGEND P 110_ ........... 7'1 , " .,1.1.-­­1f.�,:;.�"*: 0 TREE r �P........... ..........4 .................0........... IN CUO U) 42� j 't b 30� 46 SYMBOL WATER SHEET A % )UN ffN D N - CALLOUT BOTANICAL NAME COMMONNAME USE QTY 0 sf '00 !n' .......... 4v EXISTING TREES -P N % '41 16 I ING EX-1 Phoenix clactylifera Date Palm M 3 FO R SHADED AREA REFER TO PLAN .2C r ENLARGEMENT PLAN, SHEETL R 45, U) X-1 cn V� EX-2 Platanus acerifolia London Plane Tree M 46 PHASE6 PHASE6 t EX-3 Lagerstroemia indica Crape Myrtle L 0 R UJ % EL 9 0 EX-4 Eucalyptus polyanthemos P F 1� Uj H R T_ R H Silver Dollar Gum L 0 15 N 66. 2 e�6'S ­46 EX-5 Magnolia soulangeana Saucer Magnolia M 1 U) R.W 2 Lij Uj 9 R + EX-6 Eucalyptus carnalculensis Red River Gum L 1 (j) R� % EX-7 Brachychiton populneus Bottle Tree M 5 A, % ff < mn a EX-8 Magnolia grandiflora Southern Magnolia M 2 38 "'q Z Z F P t' 4, EX-9 Euc N, alyptus sideroxylon Red Ironbark L 0 '-EX-7- Uj R 18 P J F ......... R A 01 %WIN EX-10 Jacaranda mimosifolia Jacaranda M 0 92 i­ EX-1 SEE S 3 is R - 1 00 < SYMBOL sm 0 M a M 11 En a in 2 EM100 R 13 CALLOUT BOTANICAL NAME COMMONNAME SIZE TYPE WATER SHEET oo USE QTY PROPOSED TREES .45', 1XX: SI­1' RUB PLANTING LE "LEND CONTINUED N L-1 Tabebuia impetiginosa Pink Trumpet Tree 36"Box STD M 0 G SYMBOL WATER SHT CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING USE QTY� L-2 Brahea armata Mexican Blue Palm 14'B.T.F Skinny M 0 0 SHRUBS R L-3 Phoenix dactylifera R Date Palm 16 B.T,F Skinny M 0 R K,' R Salvia g. 'Furman's Red' Furman's Red Autumn Sage I Gal. 24"o;c. L 0 8" �J L-4 Lagerstroemia f.'Tuscarora' �*, R Tuscarora Crape Myrtle 36" Box STD M 0 < I EN a i-�.66 a ME N 3 Ed MEMO Sesleria autumnalis Autumn Moor Grass 1 Gal. 18"o,c. M 0 L-5 Magnolia g, 'Samuel Sommers' Southern Magnolia 36" Box STID M 0 MATCHLINE, SEE SHEET L- 5.3 Russelia equisetiformis (Mass) Coral Fountain 5 Gal. Per Plan M 0 SHRUBPLANTIN(_3% LE(J" END 0 Correa'Wyn's Wonder' Wyn's Wonder Australian 1 Gal. 30"o�c. L 0 SYMBOL WATER SHT Fuchsia PLANT SPACING NOTE: CALL-OUT BOTANICAL NAME COMMONNAME SIZE SPACING USE QTY. GROUNDCOVER LINEAR ROOT BARRIER NOTE: SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB ALL NEW TREES (EXCEPT PALMS)PLANTED AT 5'OR LESS OF ANY HARDSCAPE WILL MASSES." QUANTITIES ARE AS SHOWN ON PLAN, SHRUBS Senecio mandraliscae Kleinia I Gal. 18"o.c. M 242 REQUIRE LINEAR ROOT BARRIERS, TO BE PLACED ALONG ADJACENT CURBS, SCA ON-CENTER SPACING AS SHOWN ON LEGEND. Thymu WALKS, AND WALLS. ROOT BARRIER SHALL EXTEND 7.5'BOTH SIDES CENTERED ON urnw,,6 -1 CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING (D Juniperus'Spartan' Spartan Juniper 15 Gal. Per Plan M 0 s p. 'Coccineum' Creeping Red Thyme Flats As Sod, M 2,172 SF TRUNK. INSTALL 18"DEEP CENTURY ROOT BARRIER ACCORDING TO L *Fill Solid MANUFACTURER'S RECOMMENDATIONS AND DETAILS. AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONA Rhamnus'Mound San Bruno' Mnd San Bruno Coffeeberry 15 Gal. 42"o.c. L 18 24"o,c. L 0 -A COST TO THE OWNER,AS REQUIRED TO MAINTAIN DESIGN 0 Rosmannus'Huntington Carpet' Huntington Carpet Rosemary 1 Gal. 441 CP INTENT DUE TO EXISTING SITE CONDITIONS NOT _j Cr ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL U, Laurus nobilis'Monem' Emerald Wave Sweet Bay 15 Gal. Per Plan L 0 Festuca o.glauca Blue Fescue 1 Gal. 12"o.c. M 1,912 3 EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON 0 Nandina'Gulf Stream' Gulf Stream Hvnly Bamboo 5 Gal. 36"o.c. M 123 Heuchera'Carnival Plum Crazy' Plum Crazy Coral Bells 1 Gal. 18"o.c. M 85 Re e 170-0-777-0 711 e PLAN OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE Dat FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION, Q Carpenteria californica'Elizabeth Elizabeth Bush Anemone 5 Gal. 36"o.c. M 12 1-,=�n-� Carex divulsa Berkeley Sedge Plugs 12"o.c. M 0 &­­ , op C 0 Cordyline b. 'Festival Raspberry' Festival Raspberry Cordyline 5 Gal, Per Plan M 30 Eclievia'Afterglow' Afterglow Echeveria 1 Gal. 12"o.c. L 0 C PHOTO SUBMITTAL NOTE: (1) Lavandula a.'Hidcote' Hidcote English Lavender 5 Gal. 30"o,c. L 23 Sedum r.'Angelina' Angelina Stinecrop I Gal. 18"o.c. L 0 ALL PLANT MATERIAL, INCLUDING TREES,SHRUBS,AND ZZ)HEET KEY MAr VINES,SHALL BE INSPECTED AND APPROVED BY 'APHASE LIMIT, POST& CABLE DETAIL, IRRIG P.0,C. REVISION 2/24/16 Anigozanthos'Bush Ranger' Bush Ranger Kangaroo Paw 1 Gal. 18"o.c. L 337 Sisyrinchium bellum Blue-Eyed Grass I Gal. 12"o.c, L 0 LANDSCAPE ARCHITECT,VIA PHOTO SUBMITTALS, PRIOR A TO DELIVERY TO SITE. PHOTO SUBMITTALS SHALL Q Leymus c.'Canyon Prince' Canyon Prince Wild Rye 5 Gal. Per Plan M 56 VINES L\IRRIG. POC NOTE & LEGEND/TREE ROOT BARRIER NOTE ADDED 3/7/16 INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS Lantana'New Gold' New Gold Lantana 1 Gal, 24"o.c. L 182 Vitis c. 'Roger's Red' Roger's Red Grape 5 Gal. 6'o.c, M 76 'k SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE 77, SENT TO LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS Dianella c, 'Cassa Blue' Cassa Blue Flax Lily 1 Gal. 18"0�c. M 191 Distictus buccinatoria Scarlet Trumpet Vine 15 Gal. Per Plan M 8 CITY DESCRIPTION OF REVISION DATE PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS SHOULD Dianella t.'Yellow Stripe' Yellow Stripe Flax Lily 1 Gal, 18"o.c. M 0 SECURE VITISROGER'S RED'AND DISTICTUS VINES TO SUPPORT WIRES WITH NURSERY TIES, REFER TO APPROVED INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. DETAILS H AND I ON SHEET L-5.5 AND DETAIL B ON SHEET L-3.7 PERSON,MEASURING TAPE,ETC,), TREES SHALL BE W Dianella I. 'Variegata' White Stripe Flax Lily 1 Gal. 18"o.c. M 20 i�leij NOTED WITH HEIGHT(FROM FINISH GRADE IN CONTAINER) Vitis vinifera Mission Grape 5 Gal, Per Plan M 0 AND CANOPY HEAD SIZE. LANDSCAPE ARCHITECT SHALL CITY OF RANCHO CUCAMONGA Bulbine f, 'Hallmark' Orange Stalked Bulbine 1 Gal. 18"o'c' L 686 < BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A Vitis vinifera'Grenache' Grenache Grape 5 Gal. Per Plan M 0 Z 'KIR" W Pennisetum s.'Eaton Canyon' Dwarf Red Fountain Grass 1 Gal, A MINIMUM OF 24 HOURS PRIOR TO SHIPMENT, REFER TO 24" L 21 3 > V PLANTING SPECIFICATIONS FOR ADDITIONAL Vitis vinifera'Mourvedre' Mourvedre Grape 5 Gal. Per Plan M 0 ­q CIVIC CENTER RENOVATION Q Mahonia repens Creeping Mahonia 5 Gal� REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. 24"o.c. M 62 )j "EN AVE & Vitis vinifera'Alicante Bouschet' Alicante Bouschet Grape 5 Gal. Per Plan. M 0 N� NE CORNER HA V 0 Aloe striata Coral Aloe 1 Gal. Per Plan L 52 Vitis vinifera'Zinfandel' Zinfandel Grape 5 Gal. Per Plan M 0 Muhlenbergia rigens'Nashville' Bush Muhly Deergrass 5 Gal. 24"o.c. M 22 CIVIU CENTER DR HEAD TRAIN VITIS VINIFERA VINES TO SUPPORT STAKE, REFER TO DETAIL K ON SHEET L-5.5 LAY IN FULL ROOTED FLATS;EDGE TO EDGE FOR 100% SODDED COVERAGE, 0 Salvia'Bee's Bliss' Bee's Bliss Sage I Gal. 36"o.c. L 53 PLANTING PLAN 1 U aerground Service Alert In Oenothe nPM ra fremontii'Shimmer' Shimmer Evening Primrose I Gal, 18"o.c. L 297 SYMBOL LEGEND PLAN C% ROSS REFERENUO'ES CIVIC CENTER DR APPROVED BY- DATE: toe zo k (D Rhamnus c.'Little Sur' Little Sur Coffeeberry 5 Gal, 36"o.c. L 9 TREES SHRUB MASSES CITY ENGINEER RCE No. 67514 Call- TOLL FREE �,O Hesperaloe parviflora Red Yucca 5 Gal, 36 o.c. L 0 FOR NOTES AND LEGENDS, SEE THIS SHEET DESIGN CALL-OUT CALL-OUT FOR DETAILS, SEE SHEET L-9.1 ARCHITERRA DESIGN GROUP RECOMMENDED Achillea'Moonshine' Fern Leaf Yarrow 1 Gal. 18"o.c. L 0 LANDSCAPE ARCHITECTURE 1 -800 SYMBOL SYMBOL FOR SPECIFICATIONS, SEE SHEET L-10.1 0 10' 20' 40T 80' GPD/JLP SITE PLANNING _�,le G Phlomis fruticosa Jerusalem Sage 5 Gal. 36"o.c. L 0 SIZE ---- --QUANTITY FOR CORRESPONDING DEMOLITION PLAN, SEE SHEET L-2.1 DRAWN 10221-A TRADEMARK STREET SHEET (gal./box) FOR CORRESPONDING DRAINAGE PLAN, SEE SHEET L-3.1 RANCHO CUCAMONGA, CA 91730 422-4133 E= Aloe'Blue Elf Blue Elf Aloe I Gal. 18"o.c. L 0 =A=N= DR (909) 484-2800 FAX: (909) 484-2802 L-5.1 OF 27 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEETS L-4.1 CONTACT PERSON:JOSIF PELAYO TWO WORKING DAYS BEFORE YOU DIG Cistus x c. 'Warley Rose' Warley Rose Rockrose 5 Gal. 30"o.c. L 0 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEETS L-6.1 mommimmimmommism CHECKED RLA NO. 2834 DRAWING NO. Q Russelia equisetiformis (Single) Coral Fountain 5 Gal. Per Plan M 0 FOR CORRESPONDING PLANTING ENLARGEMENT PLAN, SEE SHEET L-5.4 SCALE: 1 20' JRC/JLP DATE 9/22/15 JOB NO. 1338-CC 2418-L EX-2 0 45 PROJECT Sheet No. of " a .,, 3>, w, 37 LEGEND ,TREE PLANTING � a.- MULCH NOTE: SHRUB PLANTING LEGEND ry x , f _. _ ;, . , INSTALL A 3 LAYER OF CHIPPED MULCH IN ALL SYMBOL WATER SHEET 4 »,_.»--m--....,,.a m^min SYMBOL WATER SHT ' : x <. SHRUB AREAS 1 112" IN ALL GROUNDCOVER .`y ( CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING USE QTY. CALLOUT BOTANICAL NAME COMMON NAME USE QTY :. 3 ',. h» ,,, w ? `. ry 's , . a PHA, E AREAS). MULCH SHALL BE WALK ON CHIPS AS EXISTING TREES PHASE �' ,-- V ::. V _ V .. V _. V V .. V _ V .... V V .:�... �._.. ,.�,. MADE BY EARTHWORKS RIVERSIDE CA SHRUBS ti• V V V ��•:m: >:>���,�.__ . :�- :. ' ` .,.,,-,.��z;•.,:,�;.„�.,: _�.^�__.��.,.._ ,.,: �< CONTACT LEFO PHORORO 951 782-0260. - a J Juni erns'Spartan' Spartan Juniper 15 Gal. Per Plan M 8 3 :... SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL p p p p — EX-1 Phoenix Date Palm M 0 " >x: : PRIOR TO PURCHASE AND/OR PLACEMENT FOR s' ,. , , R Rhamnus Mound San Bruno Mnd San Bruno Coffeeberr 15 Gal. 42 D.C. L 66 s.:Y o « ., OWNER'S REPRESENTATIVE'S APPROVAL. •.;_. � EX-2 Platanus acenfolia London Plane Tree. M 34 ter, Laurus nobilis'Monem' Emerald Wave Sweet Bay 15 Gal. Per Plan L 0 EX-3 Lagerstroemia indica Crape Myrtle L 1 ® 30 a " 0 Nandina'Gulf Stream' Gulf Stream Hvnly Bamboo 5 Gal. 36"D.C. M 66 Rx -, ' - -- — EX-4 Eucalyptus polyanthemos Silver Dollar Gum L 0 ' EX-2 < Car E R pentei ra californica Elizabeth Elizabeth Bush Anemone 5 Gal. 36 D.C. M 13 a ' Y — EX-5 Magnolia soulangeana Saucer Magnolia M 0 Ljj 38 ; 38 t F Cordyline b.'Festival Raspberry' Festival Raspberry Cordyline 5 Gal. Per Plan M 0 5Z WE8 { t C,., 34 n ;ra. EX-6 Eucalyptus camaidulensis Red River Gum L 0 Lavandula a.'Hidcote' Hidcote English Lavender 5 Gal. 30"o.c. L 69 EX-2 fl EX-7 Brach chiton o ulneus Bottle Tree M 0 P E E Y p p - 8 C K;C Anigozanthos'Bush Ranger' Bush Ranger Kangaroo Paw 1 Gal. 18"D.C. L 380 22 20 H ^..y ...j ,, C a ....... .... Magnolia randiflora Southern Magnolia M 0 u `-»" " '="M=- n"`^`" "" C Le mus c. 'Canyon Prince Canyon Prince Wild Rye 5 Gal. Per Plan M 20 Fa ,k ^ .x k.... ......t. EX-8 M g I Y Y Y Y° ° °' w_a »..:` :: ? ,> z<> G Lantana'New Gold` New Gold Lantana 1 Gal. 24"o.c. L 143 4. ax. -- EX-9 Eucalyptus s�deroxylon Red lronbark L 0 p pON co i P r -F: 22 22 I z 22 z 3�a EX-10 Jacaranda nimosifolia Jacaranda M 0 -73f B Dianella c.'Cassa Blue' Cassa Blue Flax Lily 1 Gal. 18"o.c. M 0 c f i } � - o� N R R Dianella t Yellow St Yellow Stripe Flax 1 Gal. 18 o.c. M 0 ) * T i ? h� �t - 1 ripe, 1 15 15 Y , TI �tif ri e Lily �• SYMBOL GALLOUT BOTANICAL NAME COMMON NAME SIZE TYPE WATER SHEET ` I Dianella t.'Variegata' White Stripe Flax Lily 1 Gal. 18"o.c. M 0 USE QTY Bulbine f. 'Hallmark' Orange Stalked Bulbine 1 Gal. 1$"o.C. L 589 0 PROPOSED TREES I 1 _ > -39 X, (7 Pennisetum s.'Eaton Canyon' Dwarf Red Fountain Grass 1 Gal. 24"D.C. L 20 L-1 Tabebuia impetiginosa Pink Trumpet Tree 36"Box STD M 0 L-4 5 �'`- I N, Mahonia repens Creeping Mahonia 5 Gal. 24"o.c. M 3 L-2 Brahea armata Mexican Blue Palm 14'B.T.F Skinny M 0 R 2 5 a I _ N Aloe striata Coral Aloe 1 Gal. Per Plan L 23 C� L-3 Phoenix dactylifera Date Palm 16 B.T.F Skinny M 3 Uj "�`" Muhlenbergia rigens'Nashville` Bush Muhly Deergrass 5 Gal. 24"o.c. M 11 > F r , r n t -- L-4 Lagerstroemia f. Tuscarora Tuscarora Crape Myrtle 36 Box STD M 21 >.:- < a +� Salvia'Bee's Bliss' Bee's Bliss Sage 1 Gal. 36"o.c. L 0 ° l E _ -- L-5 Magnolia g.'Samuel Sommers Southern Magnolia 36"Box 'STD M 8 e°o _ 20 1 � P ° ° Oenothera fremontii Shimmer Shimmer Evening Primrose 1 Gal. 18 o.c. L 718 Rhamnus C. Little Sur Little Sur Coffeeberry 5 Gal. 36"o.c. L 0 41 E 22 P $ €3 Hesperaloe parviflora Red Yucca 5 Gal. 36"o.c. L 0 33 15 0 ` AN1 Achillea'Moonshine' Fern Leaf Yarrow 1 Gal. 18"D.C. L 0 LLJ III 1 - '��Cl < <C Phlomis fruticosa Jerusalem Sage 5 Gal. 36"o.c. L 0 LINEAR ROOT BARRIER NOTE: ALL NEW TREES(EXCEPT PALMS)PLANTED AT 5'OR LESS OF ANY HANDSCAPE WILL E E 0- n- BE Aloe'Blue Elf Blue Elf Aloe 1 Gal. 18"o.c. L 0 0 REQUIRE LINEAR ROOT BARRIERS,TO BE PLACED ALONG ADJACENT CURBS, 20 20 »»M. .^. K a WALKS,AND WALLS. ROOT BARRIER SHALL EXTEND 7.5'BOTH SIDES CENTERED ON 15 17 Cistus x c-'Warley Rose' Warley Rose Rockrose 5 Gal. 30"o.c. L 0 �w u TRUNK. INSTALL 18 DEEP CENTURY ROOT BARRIER ACCORDING TO '�• ° °a ..... � e ° _`� 3 o', '. �". � � �`�"' �� o °°o .;i ooae CCC .>.. 4 ° ° . _,»... f ° ° ' HH >. Russelia equisetifarmis (Single) Coral Fountain 5 Gal. Per Plan M 0 2 MANUFACTURERS RECOMMENDATIONS AND DETAILS. ....,o t7.t R 22 E 22 22 E 22 19� K' FR Salvia g.'Furman's Red' Furman's Red Autumn Sage 1 Gal. 24"o.c. L 0 20 20 12 » ,.,.,. y{ _ =._ 'h ! w_�w .`_,,, Mu".-•" y_ ,w . r v t SA Sesleria autumnalis Autumn Moor Grass 1 Gal. 18"D.C. M 0 ' 3, ° o ° °. .'. . Ilh'•' °_°_ � °R °°. . tip,. /�;° P ',. \ '',. -. '. Pll 1 _ W» .. P P ». P P o 02$ E Russelia equisetiformis (Mass) Firecracker Plant 5 Gal. 30"o.c. M 323 22�I 22 22 22 19 34 tZN Co y Y rrea'W n's Wonder' W n's Wonder Australian 1 Gal. 30"o.c. L 0 0 Q�� '" i 4 `- Fuchsia R R f & 9 GROUNDCOVER I, 3 16 16 23 x ^ „ I z ^^^ Senecio rnandraliscae Kleinia 1 Gal. 18"o.c. M 434 - ) \ Thymus p.`Coccineum' Creeping Red Thyme Flats As Sod, M 722 SF F _ 'Fill Solid ` 45 Rosmarinus'Huntington Carpet' Huntington Carpet Rosemary 1 Gal. 24"D.C. L 476 - F Festuca o.glauca Blue Fescue 1 Gal. 12"D.C. M 1,202 Heuchera'Carnival Plum Crazy' Plum Crazy Coral Bells 1 Gal. 18"o.c. M 0 ) � � , � � i � Carex divulsa Berkeley Sedge Plugs 12"D.C. M 0 16 R 1 < _ f ` 16 1 � I — EA ;; Echevia'Afterglow' Afterglow Echeveria 1 Gal. 12"D.C. L 0 ® MEMENERE100191001 MWERINERMENEffin Ems IMEM WINSOME ff MEN ® 0101 i 1 .{. E f � SR� Sedum r.'Angelina' Angelina Stonecrop 1 Gal. 18"o.c. L 0 E ) r 2 20 l i inc ium e um Blue-Eyed Grass a. o.c. � S'syr' h' b II BI Eyed G 1 Gal. 12" L 0 1 i iSB 1 PHASE 2 HAS 4 'TINES 109 F s Uj P C 0 0 J p P P P , 4 t V Vitis c. 'Roger's Red' Roger's Red Grape 5 Gal. 6'o.c. M 77 11 g 15 .27 22 22 22 22 ... y, .. R R R R r �� , A D Distictus buccinatoria Scarlet Trumpet Vine 15 Gal. Per Plan M 8 R R 313 v.,,. v v n v I F ::: __.: ::: _.-..... x > Su 3� SECURE VITIS"ROGER'S RED'AND DISTICTUS VINES TO SUPPORT WIRES WITH NURSERY TIES, REFER TO 51 ^ ^ ^ ^ ^ `' ° 8^ DETAILS H AND I ON SHEET L-5.5 AND DETAIL B ON SHEET L-3.7 r: 18 O V V -V V V V V V V .:V a nw 82 F 24 32 49 p 318 ;I Vitis vinifera Mission Grape 5 Gal. Per Plan M 0 ^S ° ° ^ 52 P"• ti 44, / 49> R C Vitis vinifera'Grenache' Grenache Grape 5 Gal. Per Plan M 0 rr C 91 s i > ` < a. P H 2 _�, 1 1,3E � I � �... ��F� 3 Vitis vinifera Maurvedre' Mounredre Grape 5 Gal. Per Plan M 0 0.47�1 , x•. -24 37 t Vitis vinifera Alicante Bouschet' Alicante Bouschet Grape 5 GaL Per Plan M 0 2 s # R /g C �:. 4 1 r. s, ' ��^��-�-�����-�������-�,�,���.������.�-���,�-��--~�.�^�������,������� �, `� t s � .. '� I' Zinfandel DSCA �- �.aw � � ,� <r Vitis vinifera'Zinfandel' d 5 Gal. Per Plan M 0 i 0 s I / 5 Grape vim xV u.; UM i R .ram - .,.^ w^ u, \ , ,, HEAD TRAIN VITIS VINIFERA VINES TO SUPPORT STAKE, REFER TO DETAIL K ON SHEET L-5.5 cy *� -.btu v.° R ,•`. R R R R R R R R R R R PHASE r C ,23 s' ` LAY IN FULL ROOTED FLATS; EDGE TO EDGE FOR 100%"SODDED"COVERAGE. a " �.., A t.� m / R x x hg F v vi m PHASE 2 3 �: N 31 at '`saz" I ``.. -_- ... ,a�aaala -,-,•av,�>�,,ca-a.-v....:�,,.x.:.wz-m-+ .-.__. _�-_„ .....,.. .._ a,. ._„.. ,�� ;� � ewai Da Re te IN Date v v v v v v 6 ' �a. (., ° <<C 27 C c� ' CPS-� O P ° `• C ° 16 K� C 29 �•, C<K < 108 D ~yDSHEET KEY MAP D C7 R D Y D R^ k ^ ^ �, k ,, ^^^ c N N N N N s,^^'. 16 f . ,: IRRIG. POC NOTE & LEGEND/TREE ROOT BARRIER MOTE ADDED 3/7/1 6 C14422 h, CC , r EX 3 N CITY 28 DESCRIPTION IT 1 DATE APPROVED ^ P P NN 71 a - •. , Wit. 59 ^ ^ ^ ^ ^ ^ ^ ^ ^ J:. ^ � F> �w r f ,. ,., 3xk CITY OF RANCHO CUCAMONGA ^ ^ ^ < i ^ ^ ^ ............................. 1 -z 4 q WNE CORNER HAVEN AVE & CIVIC CENTER RENOVATION CIVIC CENTER DR ,f undergroundService <�,'� � f L CIVIC CENTER DR 7 _ . PP : :CITY EN SYMBOL LEGEND PLAN CR0%'e'11:­%)S REFERENU"ES II: TOLL FREE zs DESIGN REOOMN4 j1` DE1D TREES SHRUB MASSES AIR HITE R DESIGN UP FOR NOTES LEGENDS, SEE THIS SHEET A,I [ SHEET L-5. GPD/JjP LANDSCAPE ARCHITECTURE ( CALL-OUT CALL-OUT FOR DETAILS, SEE SHEET L- .4 0 10' 20' 40' 80, 10221 ATRADEMARSITE ING KSTREET gCl'�g SYMBOL SYMBOL Yz FOR PE IFI ATI N , SEE SHEET L_3°2 I�II�AWN RANCHO CUCAMONGA, CA 9173Q SHEET 422 _ # FOR CORRESPONDING DEMOLITION PLAID, SEE SHEET L-2.2 DR (909)484-2800 FAX: (909) 484-2802 27 SIZE --QUANTITY CONTACT PERSON:JOSIF PELAYO OE (gal./box) FOR CORRESPONDING CONSTRUCTION PLAIN, SEE SHEETS L-3.2 2834 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEETS L- .2 ��IECKEI� JOBN RLA >. I7F�4��2418-O. GALE: 1'° = 20' JC/JL. DATF. 9/22/ 5 J�s� �Q. 1338-CC 241�-L PROJECT Sheet No. POT SCHEDULE Contractor to plant Lite Crete is indicated on l' All pots are to be re-drilled from factor Contr provide and p an pots n pan. t p r p to y, EXISTING ROSES TO PROTECT IN PLACE. . ;: <. '° FOR SHADED AREA REFER TO PLANTING available from Quick Crete, 1-800-282-5828. Allow sufficient lead time to order and have pots delivered to obsite P 1 II�L NOTE. ° : :', ', ENLARGEMENT PLAN. SKEET L®5.4 prior to completion of landscape construction. INSTALL A 3" LAYER OF CHIPPED MULCH IN ALL -� - SHRUB AREAS (1 1/2"IN ALL GROUNDCOVER } SYM. QTY MATERIAL DESCRIPTION MODEL# COLOR PLANT WITH: _ AREAS MULCH SHALL BE'WALK ON CHIPS AS B v MADE BY EARTHWORKS, RIVERSIDE, CA, B; '_ - ' A 2 LITE CRETE CASCADE ROUND QR-CE48 4P-- 6-T2 1 15 al Phormium't.'Atro ur ureum Com actum BLo 7 r ; { ) 2 P T { ) g p p p CONTACT LEFO PHORORO 951)782-0260. Y' t<;.,35 B ; 1 ® 1 !- ( ) - '�' < 48"� x 24'° H COPPER ex ected'mature size of 5 H x 3 UV ��• __ ._ ,.�.,. °',,,. 9 .9.::= �.<_ ... p (' p ) SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL rkA ; 1>' ^ p 1 1 I ': Bucher x viElosa .» , 3 � �;' 43"!Heide 0 { 2) ga � a �-�~ ' n n n n PRIOR TO PURCHASE AND/OR PLACEMENT FOR Carnival Plum CrazyCoral Bells „ , ./,.,,.. k _: S OWNER'S REPRESENTATIVES APPROVAL. -' ,Ka am a Malmo ^ nnn O f`• C i { B , 2 LITE CRETE CASCADE ROUND': QR-CE4824P P6-T2 3 ' 15 al.,Le muso.'Can,on Prince �., :, „ r > 76 p rn7um 'Sunny Xita 48 0 x 24 H COPPER 12 1 al. Osteos e Y 43 Inside!D <> ,.,,m��,.°, ,,'•:�..' >,; \ ,... ,/ /,' \ ,. ;�. T 17 (�,�_ ` „� \ � �, :i� B�,1 _i F : , i 'r L < Nil LLJ , ] y., 1, �" 1. `j r;7 li f., f :.T„'Y t :.r" N" t .;5:,"�'. J,Y' rh:. ' v , T LI I ' 11 3 \ L. 19 ° �< EX-1 r , , • `k :<> ,_ 's .:r• � : 4.. 3 Y ✓> N N - ' K / ,: W , F , _Cz �n.. .� A a'''a B z- 1. € / C'.' �#' I '". <yY. s.. Yy, x.i.. z',i t .;nr ^.>`'.:' �.�'. f � C NF;I Yf S S .< LN S S S S S S S S .S S S 359sf :H, . H' s 'ay ., S ,>}' > ;.,y/ >-..\ y g'�..,; ._r y.�.;.�,., :*,. 8_f 2 S 23 C --fry':,, # 4 s n ' � 10 v. ;., 8. :... "-vax»AY<' �': ,UJ •.. ,.'.< <.. Y S S .+J S iJ S J N l' V'✓ °e4'J ' n xx 42 11 LN S LN x e t F yxty C o W a \ C z;' C 8679 < r .n 001, :a ,. R s > 4 61 26 10 14 / Mx 53 ILL R ~ # �g x' �. T a R An e _EX 3 L1 SEX-2� "' v t Y-65' 9 6 —` 134 sf R B er «< u kW < U-r-.,. . � . r -----.F > ,. , .•Ns:'.,l<7'.. < 3 380 sf 17 C a R< ,� �,as :k:r:hn�.aE,ar.,x .,.f>. ,,E.,,,a.m .. , PHASE 5 5 -vv rases vory rsaar Y t,; °:oa`• x sr -a'n.. m� -m;. EX 3 �F 3X 4 rl 62 P' C R 'in ,� J .:, '.... -..- ,<.. >:�o;<;o-.u:,00nnzvohrasrr`tr ter..,.n<:ao,' ,x,' „o �,es,,. r... >:,r. <a.<..o>•a>�;xy :r ' ::: __.. __. _.. __- M : a ME a am � 6 o R R R �� F ��. �, .tq �:,����a�-�- ,•,�, �;�:_-�,5,�_:v„x,»,,Y,>,.,,>.-,>v.��ad��..�.:�::: ry »,; n C N N �' o C N , rs , ; N i CL LO 3 ' 3.; -'Y""-;' �: ,, NL/ ,f ^�'" SHRUB PLANTINU,"'N A I N 0 �3 y � t ::: WATER SHT >, �, ; � . -C�- F F P 0 168 0' SYMBOL s: LINT F �iV' II z s —\..>; 12 59 'I , SPACING USE s 73 .,»..,< CALL OUT BOTANICAL NAME COMMON NAME SIZE QTY. LU 185 N N N N s _ SHRUBS a - - r FR Salvia Furman s Red Furman s Red Autumn Sae Gal. L 0 � 134 sf +y � 35 - > ;:. V -, VUj = g g 4""t' -_ V V V V V V V -_ V - V 1 Gab 18 a:c: M 0 31 Sesleria autumnalis Autumn Moor Grass _. .� __. •- . 5 Gal. Per Plan M 5 ,,, ,a.��:v:=d_.,.:a�_y��:�s�,,�,.,. _.E._ Russelia e uisetiformis(Mass)... Coral Fountain 31 27 q 10 � r, ° o ,:,• `,.� � � �.�., . ,, : ;; 19 17 20 22 Correa'Wvn's Wonder' W n's Wonder Australian 1 Gal. 30 o.c. L 0 12 Y -v.. m n � ..,_... -r - Fuchsia s n ^ 27 16 r. ° o < � n r, �:: GROUNDGOVER , � :.��;, .,...., ............. ^ n ^ Senecio mandraliscae Kleinia` 1 Gal. 18"o.c. Nl 240 € Thymus Goccineum" Creeping Red Thyme Flats As Sod, M 2,503 SF L I I T � � Y p'" p• g Y , UIVIC CENTER DR Fill Solid M Rosmarinus'Huntington Carpet' Huntington Carpet Rosemary 1 Gal. 24'"o.c. L 0 EX I < Festuea o.glauca Blue Fescue 1 Gal. 12"o.c. M 1,206 SHRUB PLANTING LEGEND R SYMBOL WATER SHT € H Heuchera'Carnival Plum Crazy" Plum Crazy Coral Bells 1 Gal. 18"o.c. M 244 # CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING USE QTY. Carex divulsa Berkeley Sedge Plugs 12"o.c. M 0 ( � SHRUBS Juniperus'Spartan' Spartan Juniper 15 Gal. Per Plan M 0 Echevia'Aftergiow' Afterglow Echeveria 1 Gal. 12' o.c. L 0 Rhamnus'Mound San Bruno' Mnd San Bruno Coffeeberry 15 Gal. 42'"o.c. L 27 :SR Sedum r.'Angelina' Angelina Stonecrop 1 Gal. 18"o.c. L 0 Sgi i Ssyrnchium bellum Blue-Eyed Grass 1 Gal. 12"o.c. L 0 LN Laurus nobilis'Monem' Emerald Wave Sweet Bay 15 Gal, Per Plan L 3 F " VINES Nandina'Gulf Stream' Gulf Stream Hvnly Bamboo 5 Gal. 36"o.c. M 61 G LEGEND Vitis c.'Roger's Red' Roger's Red Grape 5 Gal. 6'o.c. M 30 Carpenteria californica'Elizabeth Elizabeth Bush Anemone 5 Gal. 36"o.c. M 32 r V E SYMBOL WATER SHEET A TREE PLANTIN ' Distictus buccnatoria Scarlet Trumpet Vlne 15 Gal. Per Plan M 0 CALLOUT BOTANICAL NAME COMMON NAME USE QTY Cordyline b.'Festival Raspberry' Festival Raspberry Cordyline 5 Gal. Per Plan M 30 SECURE VITiS'ROGER'S RED'AND DISTICTUS VINES TO SUPPORT WIRES WITH NURSERY TIES,REFER TO --��®-- �jL Lavandula a. 'Hidcote' Hidcote English Lavender 5 Gal. 30"o.c. L 14 pET 1LS � [ i t SKEET L-5.5 AND DETAIL E ON SHEET L-3.7 EXISTING TREES Ani ozanthos'Bush Ranger' Bush Ranger Kangaroo Paw 1 Gal. 18"o.c. L 168 �SCA p g 9 9 g Vitis vinifera Mission Grape 5 Gal, Per Plan M 0 — — EX-1 Phoenix dactylifera Date Palm M 9 �rq um��eo Leymus c. 'Canyon Prince' Canyon Prince Wild Rye 5 Gal. Per Plan M 26 Vitis vinifera°Grenache' Grenache Grape 5 Gal. Per Plan M 0 �`'' 3 -- EX-2 Platanus acerifolia London Plane Tree M 4 2 \ z G I Lantana'New Gold' New Gold Lantana 1 Gal. 24'°o.c. L 122 3 Vitis vinifera'Mourvedre' Mourvedre Grape 5 Gal. Per Plan M 0 # E z J at EX-3 Lagerstroemia indica Crape Myrtle L 17 g Dianella c.'Cassa Blue' Cassa Blue Flax Lily 1 Gal. 18"o.c. M 249 4 p Re way Y Vitis vinifera Bouschet' Alicante Bouschet Grape 5 Gal. Per Plan M 0 16 _ Dale E - EX-4 Eucalyptus polyanthemos Silver Dollar Gum L 0 Y Dianella t.'Yellow Stripe' Yellow Stripe Flax Lily 1 Gal. 18"o.c. M 210 / / p p Y 5 Vitis vinifera'Zinfandel' Zinfandel Grape 5 Gal. Per Plan M 0 �'a Date -- �Q " 9 9 9 g p Y HEAD TRAIN VITIS VINIFERA VINES TO SUPPORT STAKE, REFER TO DETAIL K ON SHEET L-5.5 `� ,. �: - - EX-5 Magnolia soulan eana Saucer Magnolia M 0 W Dianella t. Varie ata White Stripe Flax Lily 1 Gal. 18' o.c. M 33 � Q� a CDP' CIS '� - -�3 Bulbine f. 'Hallmark' Oran *LAY IN FULL ROOTED FLATS;EDGE TO EDGE FOR 100%"SODDED"COVERAGE. u y — EX-6 Eucalyptus camaldulensis Red River Gum L 0 Orange Stalked Bulbine 1 Gal. 18"o.c. L 401 6 EX 7 Brachychiton populneus Bottle Tree M 0 Penniseturn s.'Eaton Canyon' Dwarf Red Fountain Grass 1 Gal, 24"o.c. L 51 ' > F SHEET KEN" MAP Mahonia repens Creeping Mahonia 5 Gal. 24"o,c. M 39 — g g g 2AIRRIG. POC NOTE & LEGEND/TREE ROOT BARRIER NOTE ADDED 3/7/16 �.. EX-8 Magnolia randiflora Southern Magnolia M 0 y Aloe striata Coral Aloe 1 Gal. Per Plan L 54 l , EX-9 Eucalyptus sideroxylon Red Ironbark L 0 ,r; r 0 Muhlenber is ri ens'Nashville' Bush Muhl Deer grass 5 Gal, 24"o.c. M 10 g g y � nx — --- EX-10 Jacaranda mimosifolia Jacaranda M 0 y -� Salvia'Bee's Bliss' Bee's Bliss Sage 1 Gal. 36"o.c. L 10 CITY IN-1 APPROVED I DESCRIPTION ATE SYMBOL Oenothera fremontii'Shimmer' Shimmer Evening,Primrose 1 Gal. 18"o.c. L 173 - - -- -- 3 CALLOUT BOTANICAL NAME COMMON NAME SIZE TYPE WATER SHEET �{ ! v,:.' rr, -: ..r;_ ;;' Rhamnus c.'Little Sur' Little Sur Coffeeberry 5 Gal. 36`o.c. L 0 J } M , USE QTY t ,, , .._ tJ, p : ::, CITY OF RANCHO CUCAMONGA PROPOSED TREES Hesperaloe parviflora Red Yucca 5 Gal. 36"o.c. L 0 `C 4dA .. :,, ,ti ...Yf~ .� is ".:E. 3: S i.} — L-1 Tabebuia impetiginosa Pink Trumpet Tree 36 Box STD M 16 AM Achillea`Moonshine' Fern Leaf Yarrow 1 Gal. 18' o.c. L 0 f ,.;r z °� ohs <C Gar,` Cr : CIVIC CENTER RENOVATION rx ' ----- L-2 Brahea arrnata Mexican Blue Palm 14°B.T.F Skinny M 9 A Phlomis frutcosa Jerusalem Sae 5 Gal. 36"o.c. L 0 >x° x= CORNER gNE ' 1 — L 3 Phoenix dact lifera Date Palm 16 B.T.F Skinny M 3 BE Abe'Blue Elf' Blue Elf Aloe 1 Gal. 18"o.c, L 0 Y YCIVIC CENTER DR CS Cistus x c.'Wane Rose' Warle Rose Rockrose 5 Gal. 30"o.c. L 0 r F / — L-4 Lagerstroemia f.'Tuscarora' Tuscarora Crape Myrtle 36"Box STD M 0 Y Y }a _ 0 Russelia equisetiformis(Single) Coral Fountain 5 Gal. Per Plan M 5 ,w / I _ " PLANTING L-5 Magnolia g.'Samuel Sommers' Southern Magnolia 36"Box STD M ~ underground - y clvlC CENTER DR _ R APPROVED BY: -� DATE: ozf- 1.,u s CITY ENGINES — E o. 67514 SYMBOL LEGEND PLANC" ROSS REFERENCES Call. TOLL FREE � _. > f3E51:CT�l LINEAR ROOT BARRIER NOTE; TREES SHRUB MASSES FOR DOTES AND LEGENDS, SEE THIS SHEET` AND SHEET L-5.1 A CHIT'ERRA DESK GROUP LANDSCAPE ARCHITECTURE ALL NEW TREES(EXCEPT PALMS) PLANTED AT 5 OR LESS OF ANY HARDSCAPE WELL CALL-OUT GALL-OUT F�I� ETIL , EE H EET Lm5.4 GPD/ �-"P REQUIRE LINEAR ROOT BARRIERS,TO BE PLACED ALONG ADJACENT CURBS, SYMBOL SYMBOL L_ Q 1 D' 2Q' 4D' 80, SITE PLANNING Yz FOR SPECIFICATIONS,TI I SEE SHEET DRAWN 10221-A TRADEMARK STREET ;BEET ��&' WALKS,AND WALLS. ROOT BARRIER SHALL EXTEND 7.5'BOTH SIDES CENTERED ON ' RANCHO CUCAMONGA, CA 91730 TRUNK. INSTALL 18"DEEP CENTURY ROOT BARRIER ACCORDING TO -- # FORCORRESPONDING DEMOLITION PLAN, SEE SHEET L-2. D (909)484-2800 FAX: (909) 484-2802 SIZE QUANTITY 27 2 MANUFACTURER'S RECOMMENDATIONS AND DETAILS. - al./box FORCORRESPONDINGPL N, SEE SHEET L- . � CONTACT PERSON:JOSIF PELAYO � � �r {g ) 2��4 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4° - CHECKED RLA NO. DRAWING NO. TV�1 WORKING E�ll`�IC� DAYS BEFORE 1°C?ll C?ICa FOR ORRE PON IN PLA TIN E LAR EMENT PLAN, SEE SHEET L-5.4 SCALE: 184 = 20' JRC/,1LP DATE 9/22/15 JOB NO. 1338-CC 241°-L JECTPRO Sheet _ o -7- TREE PLANTING LEGEND SHRUB PLANTING LEGEND SYMBOL WATER SHEET SYMBOL WATER SHT CALLOUT BOTANICAL NAME COMMON NAME USE QTY CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING USE QTY. �wk EXISTING TREES SHRUBS ._ , K W. EX 1 0 Juniperus'Spartan' Spartan Juniper 15 Gal. Per Plan M 0 ,. x "_°� Phoenix dactylifera Date Palm Nl 0 Rhamnus Mound San Bruno Mnd San Bruno Coffeebe 15 Gal 2 o.c. L 0 FH A ° M °- M M M H rry:;. M,.,M ` M M M. M M M 11 s EX-2 Platanus acerifolia London Plane Tree M 0 R ' 1 M 3 LN Laurus nobilis'Monem' Emerald Wave Sweet Bay 15 Gal. Per Plan L 0 M M M f < M ;. N N . ` F M M N N"< F ,,. ' EX-3 Lagerstroemia indica Crape Myrtle L 0 EX-6 \ T T X T T M M v �3 `r .;t Nandina Gulf Stream Gulf Stream Hv Bamboo 5 Gal. 6 o.c. M 15 - - Y N nl B 3 2 .N F ' ` EX-4 Eucalyptus of anthemos Silver Dollar Gum L 1 r f W W W W �- e ^l yp p y Carpenteria californica'Elizabeth Elizabeth Bush Anemone 5 Gal, 36"o.c. M 23 26 '-. M 24r "j..,, ' - EX-5 Magnolia soulangeana Saucer Magnolia M 0 F Cordyline b. 'Festival Raspberry' Festival Raspberry Cord Line 5 Gal. Per Plan M 26 , S - - -- , I .� BE M F --- H13 Wiz,. ,f M M NI F r .� ` bl EX-6 Eucalyptus camaldulensis Red River Gum L 2 L Lavandula a. Hidoote' Hidcote English Lavender 5 Gal D o.c. L 0 8< ESR <. Ani ozanthos'Bush Ranger' Bush Ranger Kangaroo Paw 1 Gal. 18"o.c. L 30 Y€ EX-7 Brachychiton populneus Bottle Tree M 0 g g g g „ 19_ r 00000 „�::_� I � n ,` '3< .# '., ,<c -- T ; T C Le mus c.'Canyon Prince' Canyon Prince Wild Rye 5 Gal. Per Plan M 0 OO°0", "" »? - �� - - - - EX-8 Ma Magnolia randiflora Southern Ma nolia M 0 Y Y Y Y „ .. 00, ( > BEooa°°o : _ a. New Gold Lantana 1 Gal. 24"o.c. L 0 °°°°°•°°°°° �„ „ ° °°° ry Lantana New Gold' — —.__ °•. HH � --- ` � -9 Eucalyptus sideroxylon Red lronbark L 1 k BE �� � � T G ° " „ 18 ;, _ D .a °, - H �.. � s, � EX YP y B D N B - Dianella c.'Cassa Blue' Cassa Blue Flax Lily1 Gal. 18"o.c. M 42 _ - A/ p °° - H 4 - - EX-10 Jacaranda mimosifolia Jacaranda M r U V 1 5 L3 °_°° °' s Y' '-,0 0 0 0 .. - €S f Y @@ g g .P °° a: uT _ f Y N B <, 4`. Dianella t. 'Yellow Stripe' Yellow Stripe Flax Lily 1 Gal. 18 o.c. M 0 H ; B 13° _ ::: B ...... I B 15 r7 ,,,,:., 00000 H 1 ,0000000 _� t3f t t f t o ag P p °v..<°°°°°°° k _t °' H SYMBOL �W Dianella t. 'Variegata' White Stripe Flax Lily 1 Gal. 18"o.c. M 152 N F 18 B ,'' . ,: °°°°°°°°°°0000 B € CALLOUT BOTANICAL NAME COMMON NAME SIZE TYPE WATER SHEET � � B {, D o 0000000000 - t - - BUlbine f Hallman Ora Stalked Bu! Ine Gal, 8 O C L ° ,, °° C °°°°°°... .. A USE QTY O _ k' Orange S lk d b' 1 I. 1 " 39 ° ", B P ° ° 000 1720000000• �> B N B . x.., F T P PROPOSED TREES ° CS . o. l ,} `�� 10 Pennisetum s. Eaton Canyon' Dwarf Red Fountain Grass 1 Gal. 24 o.c. L 32 ' ' °°000000 p ---- ---- L 1 Tabebuia impetiginosa Pink Trumpet Tree 36"Box STD M °o T P ._00000 000 e Pti ' A � Mahonia repens Creeping Nlahonia 5 Gal. 24"o.c. M 62 °4 ° L-2 Brahea armata Mexican Blue Palm 14'B.T.F Skinny M 0 Aloe striata Coral Aloe 1 Gal. Per Plan L 0 15 20 T W a FT — t T W W 000 qMl L-3 Phoenix dactylifera Date Palm 16 B.T.F Skinny M 0 D Muhlenbergia rigens'Nashville' Bush Muhly Deergrass 5 Gal. 24"o.c. M 38 ° k,, 2 T A B T '3 — L-4 La erstroemia f. 'Tuscarora' Tuscarora Cra e M rtle 36" Box STD M 0 Salvia'Bee's Bliss' Bee's Bliss Sae 1 Gal. 36"o.c. L 52 3 W W SR a A S P P p ° H> 1�0� g P Y B g �. - F S T 7 P P � � : TTISW W ED ~~ - }` 8 °q ,§ I ------ L 5 Magnolia g. `Samuel Sommers' Southern Magnolia 36" Box STD M 0 Oenothera fremontii'Shimmer' Shimmer Evening Primrose 1 Gal. 18"o.c. L 33 ° E P° W pp T 000°.00°°° B Rhamnus c. 'Little Sur' Little Sur Coffeeberry 5 Gal. 36"o.c. L 34 H \ 'J .W ® 000,4i�0000q 15 10� W W °0oono Q° H T °°.a 0 C .�O B °°°°° Ll Hesperaloe parviflora Red Yucca 5 Gal. 36"o.c. L 34 a 000%o°°° °°° H °° S D H ° � FR- ' B w EA AM Achillea'Moonshine' Fern Leaf Yarrow 1 Gal. 18"o.c. L 96 000.000000000 F S D 17; °°.....°°... D `D —18 — C< a S H ° 0000000000 �� OOOOOO°S° Phlomis fruticosa Jerusalem Sage 5 Gal. 36 o.c. L 8 °>,° A a e 000. -- = 00000 D •° � e °°°°° -- 000 ` . < H 5 °00°°° ° D ^ ^ CC14' 14 T T °°°° Aloe'Blue Elf Blue Elf Aloe 1 Gal. 18"o.c. L 43 ^ �15 r ,. ^ BE ° M P -> j D °o%000. 15 SA I < CS Cistus x c. 'Warley Rose' Warley Rose Rockrose 5 Gal. 30"o.c. L 18 �., 00000000 1 EX-4 � '{} „pyti P tj 3l �'` 0000000000 c ° ..00000 00 y '` D oo°°°°^^ ° 5 ' 1 T p P„P C S Russelia equisetiformis(Single) Coral Fountain 5 Gal. Per Plan M 0 ..00000 00 - �.,,.�••^ 00000.142°°° ^^32 -fi T obok °°°°° " ^''AM FR Salvia g.'Furman's Red' Furman's Red Autumn Sae 1 Gal. 24"o.c. L 18 % 000 :i. >°° °°oo°oo°°° 12 36 g °• 0000 4000o SR o000000000 M: M oo n o ....00000 °° A C 5 : 5 ........ S Sesleria autumnalis Autumn Moor Grass 1 Gal. 18"o.c. M 40 N .....°.. x: (� C.P ''_ 000060126000 �" y'} 0000.0. R= .00000 ,..;.000 Y :: f °00°°00 - W .00°°.. Y .00009 E . Russelia ecluisetiformis(Mass) Coral Fountain 5 Gal. Per Plan (t1 0 ➢z y: H -"� �;;� ^^ 9- OO,AP0000{40 15 06 EX 10 �° B aB S o o° P ° W y Wonder' Wyn's Wonder __ 7 N N° ' F I �2 p D .... P t _ 3 Correa'W n's Fuchsia o Australian 1 Gal. 30"o.c. L 21 trj f i„ ..° . f u ER °00000%o NDCOV _.. AM 20 GROU t N B J,. ^ D O..°4� i p M 3 B °O° � D D ^'S. Senecio mandraliscae Kleinia 1 Gal. 18"o.c. M 111 S N AM' Oq'L 8 I `, ^^ *g000O D D €j F B qM D Thymus p.'Coccineum' Creeping Red Thyme Flats As Sod M 0 D Fill Solid _ F F ;:` ;`. SR O B B ( 'Sg �R Rosrnarinus'Huntin ton Carpet' Huntington Carpet Roseman 1 Gal. 24"o.c. L 0 t 13 g P 9 P Y s t: ' ^^ H B 15 H F Festuca o.glauca Blue Fescue 1 Gal. 12"'o.c. M 0 H = B H Heuchera'Carnival Plum Crazy' Plum Crazy Coral Bells 1 Gal. 18"o.c. M 99 H x � ! CS H'. B 000<G;000 Garex divulsa Berkeley Sedge Plugs 12"o.c. f.� 585 8 > B ^ H ,. Echevia'Afterglow' Afterglow Echeveria 1 Gal. 12"o.c. L 32 �` SA P B C C C 16<< ^^^ ^ ^3 f 3 P K> > R....... Sedum r. 'Angelina' Angelina Stonecrop 1 Gal. 18"O.G. L 38 Sisyrinchium bellum Blue-Eyed Grass 1 Gal. 12"o.c. L 27 2. ' VINES V Vitis c.'Roger's Red' Roger's Red Grape 5 Gal. U o.c. M 0 Distictus buccinatoria Scarlet Trumpet Vine 15 Gal, Per Plan M 0 XX SECURE VITIS'ROGER'S RED'AND DISTICUS VINES TO SUPPORT WIRES WITH NURSERY TIES, REFEI DETAILS H AND I ON SHEET L-5,5 AND DETAIL ON SHEET L-3.7 Vitis vinifera Mission Grape 5 Gal. Per Plan M 2 Vitis v. 'Grenache' Grenache Grape 5 Gal. Per Plan M 2 Vitis v. 'Mourvedre' Mourvedre Grape 5 Gal. Per Plan M 2 4 Vitis v. 'Alicante Bouschet' Alicante Bouschet Grape 5 Gal. Per Plan M 2 5 Vitis v. 'Zinfandel' Zinfandel Grape 5 Gal. Per Plan M 2 XX �o SCA A HEAD TRAIN V1TIS VINIFERA VINES TO SUPPORT STAKE, ,VP � REFER TO DETAIL K ON SHEET L-5.5 *LAY IN FULL ROOTED FLATS: EDGE TO EDGE FOR 100%"SODDED"COVERAGE. U U` �C' fi W at Re ewal Date _.._.--Date f �\ 0F' CP\0S DESCRIPTION FREVISIONATE CITY AI�1 I2OVEl� CITY OF RANCHO CUCAMONGA_ CIVIC CENTER RENOVATION (.-JVIC CENTER DR PLANTING ENLARGEMENT PLAN underground Service Alert %"�`)Y M B 0'L L E G E N D PLAN u" ROSS REFERENCES APPROVED BY: DATE: TREES SHRUB MASSES CITE' INFER � o° 71 Call: TOLL FOR NOTES AND LEGENDS, SEE THIS SHEET AND SHEET L-5.1 DESIGN RECOMMENDED CALL-OUT CALL-OUT FOR DETAILS, SEE SHEET L-5.5 A 1TERRA DESIGN SIP Pelt SYMBOL SYMBOL YZ , _ (� �° 1 a° �O° 40p SITE PLANNING FOR SPECIFICATIONS,AT'IONS SEE SHEET L® ,2 GPD/JLP LANDSCAPE ARCHITECTURE FORCORRESPONDING DEMOLITION PLAN SEE SHEET L— =4 I:�RAWN 10221-A TRADEMARK STREET S1iEET SIZE - — - QUANTITY ' RANCHO CUCAMONGA,',CA 91730 422-4133 (gal./box) FCC{ CORRESPONDING DRAINAGE PLAN, SEE SHEETS L-3.4 DR (909) 484-2800 FAX: (909) 484-2802 - OE 27 RCORRESPONDINGCONSTRUCTION PLAN, SEE SHEET .5 CONTACT PERSON:JOSIF PELAYO FORCORRESPONDING' IRRIGATION PLAN, SEE SHEETS L-4.1 AND L- ,3 CHECKED RLA NO. 2834 DRAWING NO. �ViJ{1 WORKING �A C7F1 11 C�lC FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-5°1 AND L-5.3 SCALE: 1" - 10' JRC/JLP DATE 9/22/15 3013No. 1338-CC 2 18-L ECT PROJSheet No. of 31-011 31-011 NOTES: -- ---- i. REMOVE NURSERY STAKES AND 2 FILL CAVITY WITHIN ROOTBALL. 2 2. STAKES TO BE PLUMB AND PARALLEL. (s STAKE TREE PERPENDICULAR TO PREVAILING WIND. y HARDSCAPING(CONCRETE HEADER, N / r CURB&GUTTER,SIDEWALK,ETC.) t� 4"OF COMPACTED WOOD CHIP W ONE HALF OF SPACING MULCH. JP 5 LIMIT OF PLANTER AREA REQUIREMENT FINISH SOIL GRADE S 12 TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3"BERM TO FORM LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW DEPRESSED WATERING BASIN. FLEXING OF THE TREE.BUT HEAD OF TREE WHEREfy NOT SO LOW AS TO LOSE SPECIES GROWTH HABIT PERM ITS, 4Jm m�TOP OF ROOTBALL TO a,„� 4"WOOD CHIP MULCH. SUPPORT OR ALLOW EXTEND 2"ABOVE NO WOOD CHIP MULCH SHOULD BE FINISH GRADE PLACED OR ALLOWED TO REMAIN _ THE HEAD TO DROP, MAIN TRUNK OVER THE ROOTBALL. = z FINISH GRADE o N > A ART,CONVEX SIDE AGAINST TREE OF CINCH TIES SPACED 24"{21 ° ICI I I I I I O LIT,��i SCREWS TOP LODGE POLESWITH NIZED 12 MAX. 2 DIA.LODGE POLE PINE STAKES ° 5 ° _ - - 3 IX) 1VITH tV00D PRESERVATIVE STAIN. ° ° y""" c 2" s e 0 SHOVEL CUT EDGE COMPACTED DRIVE A MINIMUM OF 6"INTO 4 DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE NATIVE SOIL UNDISTURBED SOIL AND POSITION ° ON CENTER SPACING ON CENTER SPACING STAKES OUTSIDE ROOT BALL. ROOT BALL. 1 OF SPECIFIED SHRUB OF SPECIFIED SHRUB TOP OF ROOTBALL TO EXTEND 2" DISTANCE EQUAL TO THE ON CENTER TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. rr PLANT PIT TO BE(2)TIMES THE SPACING OF SPECIFIED SHRUB, TO FORM WATERING BASIN FOR WIDTH OF THE RMT BALL. UNLESS SPECIAL CASE AS DESCRIBED RESINSTALLATIONS,IDILADLO GROUND ATE OUTSIDE WIDTH OF THE ROOT BAIL.TIMES H N NOTE 4.BELOW. OF PLANT PIT,BERMS IN TURF WOOD CHIP MULCH SHOULD BE I NOTES: AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRAC TOR SHALL' TO CITY ACCEPTANCE, OVER THE ROOT BALL. _ - NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND _ ROCKS GREATER THAN 3" PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. LEGEND: DIAMETER. 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. JrARBOR GUARD W TURFUNDISTURBED NATIVE SOIL. SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 4 NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR S AND FRONT YARDS. �� MASONRY WALL SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE.FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. 1 OT BALL E BACKFILL WITH 2 i #12 (3132")STAINLESS STEEL 304 AIRCRAFT CABLE, PULL TAUTTHROUGH EYE NOTE.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING MATERE LS.PL SHALL GOVERN THE FINAL QUANTITIES 2 OCKS GREATER \JSCREW,SECURE WITH ALUMINUM FERRELS ENDS AND ALUMINUM TURN OF ROOT BALL DO NOT CRACK ROOT BALL. OF PLANT MATERIALS.Pt_ANT QUANTITIES INDICATED ON THE 3"DIA. BUCKLES 24'ON CENTER FOR TENSIONER. LEGEND ARE ESTIMATES ONLY. @4. WHEN V+LOTH OF PARKWAY DOES NOT ALLOW SPACING AS 0 o E SOIL UNDISTURBED #8 EYE SCREWS 36n ON CENTER. ATTACH TO WALL BY INSERTING EYE C SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO // o d SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. N SCREWS INTO LEAD SHIELDS. VINE PER PLANTING PLAN. REMOVE FROM NURSERY TRELLIS&ATTACH TO N CITY OF RANCHO CUCAIV ONGA, CALIFORNIAN CiTY OF RANCHO CUCAII�C)NGA, CALIFORNIA N CITY° CIF RANCHO CUCAI`vIC�NGA, CALiFORNIA CITY OF RANCHOCUCA�tiC)I�GA CALIFORNIA � ESPALIER WIRES W/NURSERY TIES. PLANT PER SHRUB PLANTING DETAIL. t` APPROVED By STANDARDPIAN <O A?PROVED BY'. APPROVED BY'. 6 APPROVED BY'. SHRUB AND GROUND COVER STANDARD PLAN STANDARD PLAN DOUBLE STAKED TREE STANDARD PIN CONTAINER PLANTING MULCH INSTALLATION W 506 _ SPACING 50$ N _ 509 0 _ 5 CAL - 24" BOX 502 50 MULCH LAYER PER PLANS&SPECIFICATIONS. L.ITY ENGINEER - N TRUCTION CITY ENGINEER DATE USE iN1iH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC VVORKSCONSTRUCTION W CITY ENCIN 24 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WD ,E USE COS EET,"r, SHEET,OE, RCE zd953 SHEET,DF, RDE 249ss sNEET,OR, INSTALL 5/8" EYEBOLT w/FLAT WASHER AND LOCKING NUT ON GUARD RAIL POSTS. Of E. 24953 R.c.E. 24953 �-` 1ll' AND 11VINE ON LOW WALL WITH GUARDRAIL SHRUB PLANTIN %-Ip SHRUB SPAC`Nlltl'�' MULCH LAYER SCALE: I.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 3" 31-0 i 3'-011 1 WALLACE LABORATORIES, WALLACE LABS S®ILS ftE3'C16i3 Print Date Mar.10,2015 2 2 Continuation, March 1 l,2015,page 2 3£5 Coral Circle Location Civic Center,City of Rancho Cucamonga,Job 6 2 3 36 �b�"i7� Circle El Segundo,CA 90245 Requester Josh Pelayo,Architerra Design Group El Segundo, CA 90245 31® 615-0116 graphic interpretation:"very low. ow,*"*moderate �� ammonium bicarbonate/DTPA •«high "-"very high `` 1•�"'1\ -- -•�- phone (310) 615-0116 fax (310) 640-6863 Organic sell amendment: extractable-mg/I<g soli Sample ID Number 15 fi9-23 11 Interpretation of data Sample Description Sample 11, 12 �3 My arc 11,2015 I. Humus material shall have an acid-soluble ash content of no less than 6%and no low medium high elements graphic ca more than 20%.Organic matter shall be at least 50%on a dry weight basis. 0-7 8-IS over 15 phosphorus 74.71 2 0-60 60-120 121-180 potassium 129.84 \ Josif Pelayo, 1p la}o(i architerradestgn�loup.com The pl l of pile material shall be between 6 tu�cl 7.5. 0-4 4- 10 over 10 iron 50,14 *x* ArcltitcrTa Design Group Landscape At 3. The salt content shall be less than 10 inillimho/cln Cq, 25"C.on a saturated paste o-o.s o.6-t overt manganese 3.21 88 Missouri Street extract. 0- 1 1 -1.5 over 1.5 zinc 36.30 ** San Francisco,CA 94107 4. Boron content of the saturated extract shall be less than 1.0 part per million. 0-0.2 0.3-0.5 over 0.5 copper 3.63 / cv C\I 0-0.2 0.2-0.5 over 1 baron .0 5. Silicon content(acid-insoluble ash)shall be less than 50%. calcium 483.02 �-- 12E:Civic Center.City of Rancho Cucamonga,Job No. 1338-CC 6. Calcium carbonate shall not be present if to be applied on alkaline soils. magnesium 211.44 ** 3 � @✓� 7. Types of acceptable products are composts,manures,mushroom composts,straw, sodium 324.40 0T � � - _ ., ,,, - 58 Deal-Josif, alfalfa, eat mosses etc.low in salts,low in heavy metals, free from weed seeds, sulfur 30.16 k_ p y nickel molybdenum 0.16 /- ' free of pathogens and other deletcrrous materials nickel 0.88 (VT The l-I is highly alkaline at 7.98. Salinity is moderate at 1.21 millimho/cm. The fertility 8. Composted wood products are conditionally acceptable stable humus must be The following[race aluminum 3.32 x" p g Y y 1 p 1 [ elements may be toxic arsenic 0.07 m c high at 36 arts per million. present],Wood based products are not acceptable which are based on red wood or `° 5 is high except for low nitrogen and udders sulfru'. Zan rS g p 1 1 � 1 p 'her degree of toxicity barium o.62 � ._ � Total available sodium is high. SAR(sodium adsorption ratio)is 6.1. cedar. depends upon the pH of cadmium 0.45 i I 9. Sludge-based materials are not acceptable. the soil,soiltextnre, chromium o-02 5 organic matter,and the cabals 0,06 ' I Optimum zinc is several parts per million. Sensitive plants such as woody plants need 10. Carbon:nitrogen ratio is less than 25:I. concentrations ofthe lead o,91.9i * _ }ant available zinc below about 30 parts per million.Herbaceous plants need zinc below 11. The compost shall be aerobic without malodorous presence of decomposition individual elements as well lithium 0.41 p' pa p i 1 presence J -��- about 50 parts per million.Grasses are fairly tolerant of high zinc. Excessive zinc causes products. as to their interactions. mercury n d �' S ' ° /selenium n d stunting-, dreback and discoloration. Trees and shrubs do not tail immediately after 1 The maximum particle size shall be 0.. inch, 80/g or more shall pass a No.4 screen The pH optimum depends silver n d installation but several years without rooting they fail. High zinc restricts the uptake of for soil amending. upon soil organic /strontium ( 2.93 _ -- - potassium and other micronutrients.Since heavy metals do not normally migrate through matter and clay content- tin n d for clay and loam soils: vanadium 1.70 the soil profile, deeper soil is expected to be more suitable. initial growth may be slow `Maximum total permissible pollutant concentrations in amendment in parts per under 5.2 is too acidicbut may improve over time if routing moves into better soil. million on a dry weight basis: 6.5 to 7 is ideal Saturation Extract over 8.0 is too alkaline pH value 7.98 I I l Recommendations arsenic 20 copper 150 selenium 50 The EOe is a measure of EOe{mill' � 1.21 ° the soul salinity: mho/cm) milliecIA cadmium 15 lead 200 silver 10 1-2 affects a few plants calcium 39.2 2.0 LEGEND: Use zinc-tolerant plants or more suitable soil.Deeper soil may be more suitable, chromium 300 merctu-y 10 vanadium 500 2-4 affects some plants, magnesium 14.3 1.2 , cobalt 50 molybdenum 20 zinc 300 >4 affects many plants, sodium 176.5 7.7 1 EXISTING TUBULAR STEEL FENCE/GUARD RAIL.PROTECT FROM DAMAGE. LEGEND: General soil preparation on a square foot basis. Broadcast the following uniformly. rates nickel 100 potassium 9.9 1.3 p p 1 cation sum 1 1.1 10MASONRY WALL are per 1,000 square feet for a 6-inch lift.Incorporate them homogeneously 6" deep. problems over 150 ppm chloride 211 5.9 O#12 (3/32")STAINLESS STEEL 304 AIRCRAFT CABLE, PULL TAUT THROUGH EYE SCREW. nitrate as IN 7 0.5 Higher amounts of salinity or boron may be present if the soils are to be good 20-90 ppm phosphorus as P 3.7 0.1 20 #12 (3/32")STAINLESS STEEL 304 AIRCRAFT CABLE,PULL TAUT THROUGH EYE agricultural gypsum - 40 pounds preleached to reduce the excess or if the plant species will tolerate the salinity toxic over 800 sulfate as s 49.2 3.1 INSTALL 5/8" EYEBOLT wl FLAT WASHER AND LOCKING NUT ON GUARD RAIL POSTS. SCREW, SECURE WITH ALUMINUM FERRELS @ ENDS AND ALUMINUM TURN Organic soil amendment-about I to 2 cubic yards, sufficient for 3%to 5%soil organic and/or boron. anion sum 9.6 BUCKLES n 24'ON CENTER FOR TENSIONS toxic over 1 for many plants boron as B 0.16 @ R. matter 4�VINE PER PLANTING PLAN. REMOVE FROM NURSERY TRELLIS&ATTACH TO ESPALIER WIRES Leach the soil and reduce the SAR to less than 3. Lower the salinity to less than 3 est.jincre gyping sum equiremems start 3 SAS -� 6.1 est. ypsum requirement-lbs./1000 sq.ft. ss W1 NURSERY TIES. PLANT PER SHRUB PLANTING DETAIL. O #8 EYE SCREWS @ 36"ON CENTER. ATTACH TO WALL BY INSERTING EYE For the preparation on a volume basis,homogeneously blend the following materials into millimlio/cm. It will increase after the addition of gypsum. Afterwards,apply ammonium relative infiltration rate slow/fair SCREWS INTO LEAD SHIELDS. _ estimated soil texture sandy loam excavated soil.Rates are expressed per cubic yard: sulfate(21-0-0)at 5 pounds per 1,000 square feet. lime(calcium carbonate) no G MULCH LAYER PER PLANS&SPECIFICATIONS. SC Organic matter far O VINE PER PLANTING PLAN. REMOVE FROM NURSERY TRELLIS&ATTACH TO \ Q ni 9 agricultural gypsum-2 pounds For site maintenance, apply ammonium sulfate(21-0-0)at 5 Pounds per 1,000 square feet moisture content of soil 17.2% 66 GALVANIZED TURNBUCKLE FOR CABLE TENSION ADJUSTMENT. INSTALL EVERY 24'O.C. ESPALIER WIRES W/NURSERY TIES. PLANT PER SHRUB PLANTING DETAIL Organic soil amendment-:about %to 10%b volume,sufficient for 3%to 5%soil about once per quarter. IVlonitor the site with periodic soil testing.Adjust the maintenance haifsak oil or percentage 26.9% �,/ � g y Eiementsareexpressedasmg/kgtlrysoilormg(9 for saturation extract. MULCH LAYER PER PLANS &SPECIFICATIONS. 4,` Organ IC matter prTlgraln a5 needed' pH and Ece are measured in a saturation paste extract.nil means not detected. ���../// C� U w Analytical data determined on soli fraction passing a 2 inn,sieve. _ ,-,j -P at - 'VINE 10jN WALL ', Re - C�x '--------Date'---- SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � Op cpio O 5"-o°O.c. WEEKLY ITEMS: 1. REMOVE LEAF LITTER AND DEBRIS FROM BEDS. MONTHLY ITEMS: 1. PRUNE GROWTH OF SHRUBS &GROUND COVERS AS NECESSARY TO KEEP NEAT AND COMPACT,t ELIMINATE IRRIGATION APPLICATION INTERFERENCE. EDGE GROUNDCOVER PLANTS TO KEEP WITHIN PLANT ZONES. SEE ANNUAL ITEMS FOR GRASS-LIKE PLANTS. DESCRIPTION F REVISION APPROVED ATE ' 2. REPLACE ANY SHRUB OR GROUND COVER THAT HAS DIED OR FAILS TO THRIVE W/IDENTICAL PLANT MATERIALS OR THOSE WiTH SiMILAR WATER REQUIREMENTS. CITY OF RANCHO CUCAMONGA 3. FERTILIZE ALL GROUND COVER AREAS uv/ORGANIC FERTILIZER, REFER TO SOILS REPORT TO APPLICATION TYPE AND RATE, 4. REPLENISH MULCH BEDS AS NEEDED WI SPECIFIED MULCH TO MAINTAIN ORIGINAL THICKNESS OF 3". LEGEND: ("I"IC "ENTER RENOVATION Or V 5. REMOVE ALL WEEDS,LITTER,DEBRIS FROM SHRUB,MULCH AND GROUND COVER AREAS. 0 BUBBLER TO EACH VINE, REFER TO IRRIGATION PLAN, NE CORNER HAVEN AVE' & 6. INSPECT AND TREAT PLANT MATERIAL FOR DISEASE AND/OR PEST PROBLEMS. - 203"0 PRESSURE TREATED LODGE POLE, MITER TOP 1/4" CIVIC CENTER DR , Y Y , , I QUARTERLY ITEMS: \ ; � PLASTIC NURSERY TIE, SECURE VINE TO POLE 1. CHECK TREE GROWTH. PRUNE TREES TO THIN STRUCTURE,SHAPE, REMOVE SUCKERS AND ANY DEAD OR BROKEN BRANCHES. O FINISH GRADE DETAILPLANTINC- 1 aI " ` MULCH LAYER, REFER TO PLANTING PLAN. APPROVED BY: DATE: 02") sh DO NOT HEDGE PLANTS UNLESS SPECIFIED BY DEVELOPER. ITSENGINEERw - a I {�� 5I O IRRIGATION LATERAL LINE. DESIGN ARCHITERR A DESIGN GROUP RECOMMENDED - - GPD/JLP LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHEET RANCHO CUCAMONGA,CA DR (9 9)484-800 FAX: 909 84-2 002 CONTACT PERSON:JOSIF PELAYO C]F 27 SCALD: SCALE: CHECKED REA NO. 2834 DRAWING NO. JRC/JLP DATE 9/22/15 JOB NO. 1338-CC I 2418-L ROJ : T` Sheet o. of CONCRETE SPECIFICATIONS PLANTING P CI ICATION PART 3- SOIL PREPARATIONAND FINISH GRADING 5.05 Coordination: PART_8 - ACCEPTANCE OF PROJECT PANT 1GENERAL PART 1 -_GENERAL 3.01 Scope of Work: A. Do not have plants delivered to the job site until site conditions are ready for 8.01 General: planting. If planting is delayed, keep plant roots moist and place in a sheltered 1.01 Description 1.01 Scope of Work: A. Provide all materials and equipment, and perform all work necessary for and location protected from the sun, wind and other damaging elements. Upon completion of installation, a maintenance period of a minimum of 180 days for all incidental to the soil preparation and finish grading of all planting and lawn landscaped areas is required prior to final acceptance of the work by the City. The For concrete information refer to the Standard Specifications for Public Works Contractor shall provide all materials, labor and equipment incidental to and necessary areas as shown on plans, as reasonably implied, or as delineated in the B. Soil preparation and fine grading shall be completed and trees and shrubs Commencement date for the maintenance period shall commence upon written Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to for completing all work, as indicated on the drawings, as reasonably implied, or as specifications, installed prior to bedding plants and ground cover planting. approval for all phases of planting installation by the City Public Works Inspector. Sections 4, 201, 303, and 400, as well as any other sections related to the delineated in the Specifications as follows. Maintenance period shall be adequate to verify plant characteristics and establishment. installation, per and post installation of concrete work, materials, labor, and B. Furnishing, placement and grading, of topsoil for backfilling of planters if 5.06 Installation: clean-up. The Standard Specifications for Public Works Construction is available 1.02 Standards: required. A. Two inspections shall be made that affect the establishment period: The first from: Plant ground cover and bedding plants in moist soil and space as indicated on plans. after all plantings have been completely installed in order to approve the All work and materials shall comply with governing codes, safety orders, standards, C. Cleaning and finish grading of planters areas and planting areas. Ibeginning of the establishment period, and the second at the end of the BI Building News and regulations, and meet the minimum requirements of the Standard Specifications Each plant shall be planted with its proportionate amount of soil so as to minimize root establishment period, if plantings are not acceptable at the end of the 180 day 3055 Overland Avenue For Public Works Construction (Green Book) latest edition. 3.02 Topsoil: disturbance. Soil moisture shall be such that soil does not crumble when removing period, due to defective maintenance, then continue establishment until all work Los Angeles, CA 90034 plants from container. meets with the Specifications and can be approved. (310) 202-7775 1.03 Quality Assurance: A. Existing on-site soils listed as 'acceptable' under 'Site Grading'specification. Regrade planter areas after planting,to restore smooth finish grade and to insure proper B. At termination of establishment period all plant material shall be live, healthy, 1.02 Scope A. All Contractors performing Site Development work must be licensed in B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall surface drainage. A 4 layer of mulch material shall be spread over the entire planter undamaged, and free of infestation. Inferior plantings shall be replaced and accordance with the laws of the State of California. be sandy textured. Silt plus clay content of this soil shall be no greater than area after grade is established. Watering shall begin immediately after mulching. brought to a satisfactory condition before final acceptance of work will be made. Furnish and install all concrete work complete as indicated on the drawings or as 15% by weight. The boron content of this soil shall be no greater than 1 part (Grading shall accommodate the mulch) All areas shall be neatly raked and free of weeds. specified, including, but not limited to the following: B. Contractor shall provide the Landscape Architect and the City with a list of per million as measured on the saturation extract. The sodium absorption ratio Subcontractors and Material Suppliers expected to be employed during the (SAR) shall not exceed 3.0 milliohms per centimeter at 25 C. In order to 5.07 Protection: A. Furnish and set all reinforcing steel, bolts, and anchors. course of construction. ensure conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory, approved by the project Landscape Erect temporary fencing or barriers to protect planted areas from damage prior to final B. Install all items required by other trades which are to be cast into concrete. C. Contractor shall obtain and keep in force Public Liability and Property Damage Architect for analysis prior to use. Result of testing to be delivered to City for acceptance. Insurance, during entire course of the Construction Contract. The amount of approval. Soil test to include analysis and recommendations. C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., insurance shall be determined by City. PART_6- WEED ABATEMENT where applicable. 3.03 Soil Amendments: D. Prior to start of site development work, the Contractor shall notify the 6.01 Scope of Work: 1.03 Protection Landscape Architect and City to give starting and completion dates. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils Contractor shall also supply the Landscape Architect and City with the name report furnished by the Contractor Provide all material, equipment, and labor necessary to perform all work as indicated on All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. and telephone number of the person in charge of the work. plans, as reasonably implied, and as delineated in the specifications, Barricade shall be placed immediately after concrete finishing. Contractor shall 3.04 Soil Preparation: furnish, place and remove all of his own barricades. Contractor shall be 1.04 Responsibilities and Coordination: 6.02 Quality Assurance: responsible for any damage to new construction and replacement or repair of the All work on irrigation system shall be complete and inspected for recommended work shall be made without added cost to the City. A. Permits: The Contractor shall obtain and pay for all permits and inspections approval and, fine grading completed, prior to rototilling and prior to soil amendment A. The Applicator of all weed control materials shall be licensed by the State of required by governing authorities for the work to be performed. work. California as a Pest Control Operator and a Pest Control Advisor in addition to 1.04 Clean-up any subcontractor licenses that are required. B. Existing Conditions: The Contractor shall verify all conditions and dimensions After rough grades have been established, prepare all lawn and planting areas by tilling Upon completion of all concrete work and before final acceptance, the Contractor shown on the plans at the site prior to commencement of any work under this or cross ripping to a depth of 12 . All rock and debris more than 2 in diameter shall be B. All materials and methods must conform to Federal, State, and Local shall remove all tools, surplus materials, apparatus, debris, etc. from the site and contract. The Contractor shall verify the location and depth of all underground removed from the site, except for areas that are to be sodded, in which all rock and Regulations. the site shall be left in a clean, neat condition acceptable to the City. utilities prior to start of work. debris more than 1" in diameter shall be removed. 6.03 Submittal: C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Apply, spread, and rototill in all soil amendments as recommended to a depth of 6". for all temporary utilities such as water, electrical power and gas as required Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" to Prior to the installation of any weed control materials, the Landscape Contractor shall by him for the construction of the project. Temporary services shall be 6 the following for each 1,000 square feet of planting area: submit to the Landscape Architect/City a list of the weed control materials and quantities coordinated with the City and other contractors on the job site. per acre intended for use in controlling the weed types prevalent and expected on the 4 cubic yards of nitrolized Redwood or Fir shaving or equal. site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the D. Survey, Reference Points, and Elevations: The Contractor is responsible for 200 lbs. of Gro-Power or approved equal. Landscape Contractor and Landscape Architect and City data to demonstrate the establishing all surveys, reference points and elevations required by him, and compatibility of the weed control materials and methods with the intended planting and shown on plans for proper execution of site construction. The above soil conditioning are minimal qualities only and should be used only for seed varieties present. bidding purpose, because soil conditions may change drastically from the time these E. Traffic: The Contractor is responsible for all temporary traffic barriers and specifications were developed to the time the actual soil conditioning take place. 6.04 Responsibility and Coordination: detours required by him for the construction of the project. All temporary Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every traffic barriers and detours shall conform to all conditions required by the City 25,000 square feet of planted area. These soil tests shall be conducted by an approved A. Landscape Contractor is responsible for the erection of all signs and barriers or governing authorities. Agronomic soils testing laboratory approved by the project Landscape Architect and required to prevent intrusion into the treated areas and to notify the public. City. Copies of the soil test to be provided during the Pre-construction job conference. 1.05 Defective and Unauthorized Work: B. No material or methods shall affect the landscape planting or hydroseed 3.05 Finish Grading: germination. No material or method shall render the job site unusable for more All work which is determined by inspection to be defective in its construction or than 10 days from date of application. deficient in any of the requirements of the plans and specifications, shall be remedied After rototilling operations are complete, grade areas to establish finish grades for or removed, and replaced by the Contractor at his own expense in a manner planting. All flow lines shall be maintained and proper tolerances shall be met after 6.05 Non-Selective Herbicides: acceptable to the Landscape Architect and City. settlement at the end of the project maintenance period. Non-selective contact herbicide and/or non-selective systemic herbicides (as 1.06 Inspections: Finish grading shall leave surface of the ground uniformly smooth and free of abrupt recommended by the Pest Control Advisor) grade change. The Contractor shall arrange for inspections by notifying the Landscape Architect, City 6.06 Selective Herbicides: and governing authorities, 24 hours prior to time of inspection, unless otherwise noted. 3.06 Coordination: Inspections shall be as listed below, but not necessarily in this order. Only the Selective pre-emergent herbicides compatible with seed mixtures (as recommended by inspection pertaining to the project scope of work will apply: Weed abatement work shall be coordinated with the installation of the irrigation system the Pest Control Advisor) rototilling and soil amendment work, and planting. (See Weed Abatement section). Rough Grading. 6.07 Weed Eradication: Drain Lines and Catch Basins. PART 4- TREES AND SHRUBS Irrigation (main line pressure, coverage & system operations test). If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the Soil Preparation and Finish Grading. 4.01 Scope of Work: planting areas will require control prior to removal, spray these areas per Pest Control Plant Material (delivery & placement). Advisor's recommendations. Substantial Completion Inspection (at completion of landscape Provide all material, equipment, and labor necessary to install all trees and shrubs as improvements) - 7 Days. shown on plans, as reasonably implied and as delineated in the specifications. A. Prior to the installation of the irrigation system remove and clear all weeds and Final Inspection (after maintenance period) - 7 days. deleterious materials from planting areas. 4.02 Products The contractor shall arrange a Preconstruction job conference with the Landscape A. Nomenclature- Plant names indicated on the drawings conform the "Standard Allow herbicide to kill all weeds, Rake or hoe off all dead weeds to a depth of 1" Architect and City a minimum of seven (7) days prior to the beginning work. Plant Names" established by the American Joint Committee on Horticulture. - 2" below the surface of the soil. Physically remove all weeds from the site. Except for names covered therein, the established custom of the nursery is 1.07 Guaranties: followed, PART - LANDSCAPE MAINTENANCE A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn B. Condition- Plants shall be symmetrical, typical for variety and species, sound, 7.01 Scope of Work: shall be guaranteed frorn date of final acceptance of landscape construction healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall for periods as follows: have healthy, normal root systems, well-filling their container, buy not to the Provide all materials, labor and equipment necessary for, or incidental to, performing all point of being root bound. Plants shall not be pruned at anytime, and in no maintenance requirements as reasonably implied or as delineated in the specifications Trees 24" box & larger 1 year case shall trees be topped. including, but not limited to the following: Trees 15 gal. & smaller 1 year Shrubs All sizes 120 days C. Trees and shrubs shall be growing at a recognized nursery in accordance with Maintain all plants and planted areas. Ground Cover 120 days good horticulture practices and shall be of the size and caliper normally beep planted areas free of weeds and debris. Bedding Plant 120 days associated with the container size specified on plans. Removal of all tags, Prune trees and shrubs. Lawn (sod) 120 days labels, nursery stakes and ties from all plant material prohibited until the Fertilized all plants and planted areas. Lawn (seed) 120 days from first mowing approval of the Landscape Architect or City. Irrigation. Insecticide spraying. Guarantees begin after the project acceptance by City and at the end of the D. All plant material delivered to the site showing signs of damage or disease or is 180-day maintenance period. Landscape Contractor shall replace and plant insufficient in size to carry out the intent of the planting plan will not accepted 7.02 Fertilizers: all materials which have died within the time span stated above, at no cost and will be replaced at Contractor's expense. and within 5 days from receiving written notice from the Landscape Architect A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 or City. If dead material is not replaced and planted within the 5 day period, E. Sizes of Plants- Shall be as stated on the Plan. Container stock (1-gallon, Gro-Power Controlled Release Nitrogen, as designated herein, or approved City may replace dead material with new material and charge the Landscape 5-gallon, and 15-gallon) shall have been grown in containers for at least one (1) substitute as required by the Agronomic soils report. Available from Gro Power Contractor for all expenses incurred. year, but not over two (2) years. (909) 393-3744. B. Construction Materials: The contractor shall guarantee all workmanship and F. Substitutions- Substitutions for indicated plant material will be permitted B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and materials for all site development, for a period of one year from date of final provided the substitute materials are approved in advance by the City, and are 24% sulfur and shall be registered as an agricultural miner, with the State p SCA P� acceptance of project. made at no additional cost to the City. Except for authorized variations, all Department of Agriculture in compliance with Article 2 Fertilizer Materials, vP substitute plant materials shall conform to the requirements of these Section 1030 of the Agricultural Code. 1.08 Material and Labor Releases: specifications. ��, 7.03 General: 441 (Z� -)p r\1 Upon completion of the work, the Contractor shall present to the City, signed copies of G. Pla t p-prov-e-d- Plants not approved are to be removed from site �/J I all labor and materials releases for all work performed under Site Development. immediately and replaced with suitable plants, The City reserves the right to Maintenance shall start immediately after landscape irrigation and planting. at - I reject entire lots of plants represented by defected samples. 7 31-16 1.09 Disposal and Clean-up: Maintain all plants and planted areas on a continuous basis as they are installed during Re ewal Date H. Stake all trees, as per details immediately after planting to prevent wind the progress of the work, and continue to maintain them until final acceptance of total Remove all waste materials (including excavated material classified as unacceptable damage. project. Replace any dead or dying plants as directed by the Landscape Architect ands Date � soil material),trash and debris generated or encountered during the course of City representative. Tic VJ landscape construction, and legally dispose of it. During the course of the work, I. Plant trees that are to be located in lawn or ground cover areas after finish OF CPS remove surplus materials from the site and leave premises in a neat and clean grades are first established and allow at least 7 calendar days prior to A. Irrigation: Operate irrigation system on an established program to maintain all condition. Clean up and remove all remaining debris and surplus materials upon installation of said lawns or ground cover to provide for thorough watering of plants and planted areas in a healthy condition. Irrigation system run-off shall completion of work, leaving the premises neat and clean. The site shall be cleaned trees. All planting holes shall be excavated as defined on appropriate details. be kept to a minimum. Damage to irrigation system resulting from maintenance upon the request of the inspector. and equipment and/or maintenance personnel, shall be restored to its original 4.03 Soil Amendments: condition at no cost to the City. Failure of any part of the irrigation system shall - - PART 2--_EXECUTION be brought to the attention of the City. No repairs other than emergency repairs Soil amendments shall be as recommended in the Agronomic soils report shall be accomplished without written permission from the City. 2.01 Protection: 4.04 Trees Stakes: B. Weed Control: Keep all planted areas free of weeds and debris by cultivating Keep all plant material delivered to site in a healthy condition for planting. Plants shall areas at intervals not to exceed 10 calendar days. not be allowed to dry out. Bare root stock shall be separated and heeled-in, in most Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for DESCRIPTION CI' Y earth or other suitable material until planting. Balled and burlapped plants shall have further information. The Contractor may elect to remove such concentrations of weeds manually or REVISIONATE APPROVED root ball covered with moist sawdust, wood chips or other suitable material until by an approved herbicide program. - planting. PART 5- GROUND COVER AND BEDDING PLANTS C, Pest Control: Spray all plants and planted areas at beginning of maintenance 2.02 Installation: 5.01 Scope of Work: program and as may become necessary thereafter by an approved method of CITY OF RANCHO CUCAMONGA pest control, to keep all plants and planted areas free of insects and disease. Detailed layout of plants within the planting areas shall be performed by Contractor and Provide all materials and equipment and perform all work necessary for and incidental Method shall be reviewed by the City prior to any applications. Pest Control "ENTER RENOVATION approved by the Landscape Architect and City prior to planting. to installing all ground cover and bedding plants, as shown on plans, as reasonably shall include Gopher control. implied, or delineated in the specifications. Soil excavated from planting holes shall be amended to backfill around trees and D. Pruning: Prune all plants as designated and directed by Landscape Architect, at 117 shrubs using the following mixture: 5.02 Bedding Plants: start of maintenance prograrn and continue to prune plants as directed or as may become necessary until the end of the maintenance program. IVIC � Native, On-Site Soil with rock no greater than 3" in diameter Perennials and Annuals: Provide healthy container grown plants from a recognized ENTER DR Gro Power Plus, 5-3-1 15 Ibs/cy nursery, and of the species and variety shown on plans. Remove trash weekly. Edge ground cover to keep in bound's and trim top Iron Sulfate 2 lbs/cy growth as necessary to achieve and overall even appearance. Exterminate - 5.03 Ground Cover: gophers and moles; repair damage. `"`IONS (To be used for bidding purposes only, verify with Agronomic Soils Test.) _ Ground Cover: Provide ground cover of the species shown on plans. Ground cover AP ATE: After backfilling, construct a 3" earthen berm to form watering basin around each plant, shall be established and well rooted in flats or similar containers. . to allow thorough water-in and establishment. CITY ENGINEER c RCE No. 6751 5.04 Mulch: Prior to installation of turf and ground cover, remove water basins from around trees DESIGN RECOMMENDED and shrubs. Berms in turf areas to be removed prior to City acceptance. Mulch: Shall be of compacted wood chip fiber. AFC FIETSCt E DESIGN PLC/JLP LANDSCAPE ARCHITECTURE SITE PLANNING DIeA v4�N 10221-A TRADEMARK STREET SHEET, RANCHO CUCAMONGA, CA 91730 STAFF (909) 484-2800 FAX: (909)484-2802 CONTACT PERSON:JOSIF PELAYO _ . OF 27 CHECKED RLA NO. 2�34 DRAWING NO. JPC/JLP DATE 9/22/15 JOB NO, 1338-CC 2418-L PROJECTSheetNo. 26 of 27 11 SPRINKLER IRRIGATION SPECIFICATIONS 4. The chart is to be a reduced drawing of the actual installed system. 8. All fittings shall bear the manufacturer's name or trademark, material M. Valve Boxes: C. Trenching and Backfill Under Paving: 6� Furnish necessary force pump and all other test equipment. However, in the event the controller sequence is not legible when the designation, size, applicable I.P.S. schedule and NSF seal of approval, 7� When the irrigation system is completed, perform a coverage test in the PART 1 - GENERAL drawing is reduced, it shall be enlarged to a size that will be readable 1. Use 1 0"x 1 0" round box for all gate valves. Carson Industries 1. Trenches located under areas where paving, asphaltic concrete, or presence of the City of Rancho Cucamonga to determine if the water when reduced. C� PVC Non-Pressure Lateral Line Piping: #91 0-1 0 with violet/lavender bolt-down cover or approved equal. concrete will be installed, shall be backfilled with sand (a layer four (4) coverage for planting areas is complete and adequate. Furnish all 1.01 DESCRIPTION Extension sleeve shall be PVC with minimum size of six (6) inches. inches below the pipe and six (6) inches above the pipe) and materials and perform all work required to correct any inadequacies of 5� The chart shall be a black line or blue line ozalid print and a different 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with compacted in layers to 95% compaction, using manual or mechanical coverage due to deviations from the Drawings, or where the system has A� Scope of Work: Provide all labor, materials, transportation, and services color shall be used to indicate the area of coverage for each station. solvent-weld joints when installed in planting areas. 2. Use 14"x 21" x 12" rectangular box for all remote control valves. Carson tarnping devices. Trenches for piping shall be compacted to equal the been willfully installed as indicated on the Drawings when it is obviously necessary to furnish and install the Irrigation System as shown on the Industries# 1220-12 with violet/lavender bolt-down cover or approved compaction of the existing adjacent undisturbed soil and shall be left in inadequate, without bringing this to the attention of the City of Rancho I Drawings and described herein. 6. When completed and approved, the chart shall be hermetically sealed 2� Non-pressure lateral line piping installed under paved areas shall be equal. a firm unyielding condition. All trenches shall be left flush with the Cucamonga. This test shall be accomplished before any ground cover between two pieces of plastic, each piece being a minimum 20 mils. PVC Schedule 40 with solvent welded joints. adjoining grade. The Contractor shall set in place, cap and pressure is planted. B. Standards: All work and materials shall comply with governing codes, 3. Use 1 0"x 1 0" round box for all quick coupling valves. Carson Industries test all piping under paving prior to the paving work. safety orders, standards, and regulations, and meet the minimum 7. These charts shall be completed and approved prior to the final field 3. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC #91 0-1 0 with violel/lavender bolt-down cover or approved equal, 8. Upon completion of each phase of work, the entire system shall be requirements of the Standard Specifications For Public Works observation of the irrigation systern. compound conforming to ASTM resin specification D1784. All pipe 2. Generally, piping under existing walks is done by jacking, boring, or tested and adjusted to meet site requirements. Construction (Green Book) latest edition. must meet requirements set forth in Federal Specification PS-22-70 N. Sprinkler Heads: hydraulic driving, but where any cutting or breaking of sidewalks and/or D. Operation and Maintenance Manuals: with an appropriate standard dimension ratio. concrete is necessary, it shall be done and replaced by the Contractor 3.07 MAINTENANCE 1.02 QUALITY ASSURANCE & REQUIREMENTS 1. All sprinkler heads shall be of the same size, type, and deliver the same as a part of the Contract cost. Permission to cut or break sidewalks 1. Prepare and deliver to the City of Rancho Cucamonga within ten 4. All PVC pipe must be colored purple, pantone 512 or 522. rate of precipitation with the diameter (or radius) of throw, pressure, and andior concrete shall be obtained from the City of Rancho Cucamonga. A� The entire irrigation systern shall be under full automatic operation for a A. Pert-nits and Fees: The Contractor shall obtain and pay for any and all calendar days prior to completion of construction, two hard-cover, discharge as shown on the Drawings and/or specified in these special No hydraulic driving will be permitted under concrete paving. period of seven (7) days prior to any planting. permits and all observations as required. three ring binders containing the following information: 5. Except as noted in paragraphs 1, 2, and 3 of this section (2.01 B), all provisions. requirements for non-pressure lateral line pipe and fittings shall be the 3. Refer to City Standard 120 "Trench Repair" when within City streets B� The City of Rancho Cucamonga reserves the right to waive or shorten the B. Manufacturer's Directions: Manufacturer's directions and detailed a. Index sheet which states Contractor's name, address, and same as for solvent-weld pressure main line pipe and fittings as set 2. Spray heads shall have a screw adjustment. susceptible to traffic loads. operation period. drawings shall be followed in all cases where the manufacturers of articles telephone number, and which lists each installed equipment and forth in section 2.01 B of the Specifications. used in this Contract furnish directions covering points not shown in the material item including names and addresses of manufactures 3. Riser units shall be fabricated in accordance with the details shown on D. Assemblies: 3.08 CLEAN-UP Drawings and Specifications. local representatives. D. Brass Pipe and Fittings: the drawings. b. Catalog and parts sheets on every material and equipment item 1. Routing of sprinkler irrigation lines as indicated on the Drawings is Clean-up shall be made as each portion of work progresses. Refuse and excess C. Ordinances and Regulations: All local, municipal and state laws, and rules installed under this Contract. 1. Where indicated on the Drawings, use red brass screwed pipe 4, Riser nipples for all sprinkler heads shall be the same size as the riser diagrammatic. Install lines (and various assemblies) in such a manner dirt shall be removed -from the site, all walks and paving shall be bloomed or washed and regulations governing or relating to any portion of this work are hereby c. Guarantee statement. conforming to Federal Specification#WW-P-351. opening in the sprinkler body. as to conform to the details in the Drawings. down, and any damage sustained on the work of others shall be repaired to its incorporated into and made a part of these Specifications, and their d. Complete operating and maintenance instructions on all major original condition. provisions shall be carried out by the Contractor. Anything contained in equipment. 2. Fittings shall be red brass conforming to Federal Specification 5. All sprinkler heads of the same type shall be the same manufacturer. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with these Specifications shall not be construed to conflict with any of the #WW-P-460� its own outlet. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE above rules, regulations, or requirements of the same. However, when 2. In addition to the above mentioned maintenance manuals, provide the 0. Sleeving: these Specifications and Drawings call for or describe materials, City's maintenance personnel with instructions for major equipment E. Copper Pipe and Fittings: & Install all assemblies specified herein in accordance with respective A. The Contractor shall operate each system in its entirety for the City of workmanship, or construction of a better quality, higher standard, or larger and show evidence in writing to the City of Rancho Cucamonga at the 1. Sleeving under hardscape or paved areas for mainline, lateral lines or detail. In absence of detail drawings or Specifications pertaining to Rancho Cucamonga at time of final observation. Any items deemed not size than is required by the above rules and regulations, the provisions of conclusion of the project that this service has been rendered. 1. Pipe: Type K, hard tempered, covered with Christy's purple control wiring shall be Schedule 40 P.V.C. or approved equal. specific items required to complete work, perform such work in acceptable by the City of Rancho Cucamonga shall be reworked to the these Specifications and Drawings shall take precedence. polyethylene wrap. accordance with best standard practice with prior approval of City of complete satisfaction of the City of Rancho Cucamonga, E. Equipment to be Furnished: P. Vandal Resistant Controller Enclosure: Rancho Cucamonga. B. The Contractor shall show evidence to the City of Rancho Cucamonga that D. Explanation of Drawings: 2. Fittings: wrought copper, solder joint type. the City has received all accessories, charts, record drawings, and 1. Supply as a part of this contract the following tools: 1. Controller enclosure shall be of size and type shown on the Irrigation 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, clust, and equipment as required before final site observation can occur. 1. Due to the Scale of the Drawings, it is not possible to indicate all 1 Joints shall be soldered with silver solder, 45% silver, 15% copper, Drawings and Irrigation Detail sheet. moisture before installation. Installation and solvent welding methods offsets, fitting, sleeves, etc., which may be required. The Contractor a. Two (2) sets of special tools required for 16%zinc, 24% cadmium, solid at 11250 F, and liquid at 11 45' F. shall be as recommended by the pipe and fitting manufacturer. 3.10 SITE OBSERVATION SCHEDULE shall carefully investigate the structural and finished conditions removing, disassembling and adjusting each type of 2, A backboard shall be secured to the controller enclosure housing to affecting all of his work and plan his work accordingly, furnished such sprinkler and valve supplied on this project. F� Gate Valves: provide a base for mounting the automatic sprinkler controller and 5� On PVC to metal connections, the Contractor shall work the metal A. The Contractor shall be responsible for notifying the City of Rancho fittings, etc., as may be required to meet such conditions. Drawings b. Two (2) four-foot valve keys for operation of gate terminal strip. connections first. Teflon tape or approved equal, shall be used on all Cucamonga in advance for the following observation meetings, according to are generally diagrammatic and indicative of the work to be installed. valves. 1. Ball Valves (1" and smaller) threaded PVC to PVC, and on all threaded PVC to metal joints. Light the time indicated: The work shall be installed in such a manner as to avoid conflicts c. Two (2) keys for each automatic controller. 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 11 7 wrench pressure is all that is required. Where threaded PVC between the irrigation system, planting and architectural features. d� One (1) quick coupler key and matching hose a. Ball valves shall be a 125 lb SWP bronze valve with threaded volt receptacle. Metal conduit shall run from the 117 volt supply to the connections are required, use threaded PVC adapters into which the 1. Pre-Job Conference - 7 days swivel for every five (5) or fraction thereof of each type of ends and shall be equipped with a stainless steel handle. controller housing. All power within the housing shall be properly pipe may be solvent welded. 2. All work called for on the Drawings by notes or details such be quick coupling valve installed. b� Ball valves shall be Nibco T- 585-70-66 or approved equal. phased. 2. Pressure supply line installation - 24 hours furnished and installed whether or not specifically mentioned in the c. All Ball valves shall be installed per detail. E. Line Clearance: specifications. 2, The above mentioned equipment shall be turned over to the City at d� Install a non-potable water warning tag, Christy's purple Model 4. A terminal strip shall be provided, clearly indicating the proper points of 3. Lateral line and sprinkler installation - 24 hours the conclusion of the project. Before final observation can occur, No. ID-MAX-P2-RC009. connection of all appropriate wiring (station valves, master valve, I, All lines shall have a minimum clearance of six (6) inches from each & The Contractor shall not willfully install the irrigation system as shown evidence that the City has received material must be shown to the common, central control). other and twelve ("I 2) inches from lines of other trades, with the 4. Automatic controller installation - 24 hours on the Drawings when it is obvious in the field that obstructions, grade City of Rancho Cucamonga. 2� Resilient Wedge Gate Valve (2" and larger) exception of the control wire sleeve(s) which shall be installed adjacent differences, or discrepancies in area dimensions exist that might not Q. Miscellaneous Irrigation Equipment: to pressure supply line. Parallel lines shall not be installed directly over 5� Control wire installation - 24 hours have been considered in engineering, Such obstructions or 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING a. Resilient Wedge Gate valves shall be epoxy coated and equipped one another. differences should be brought to the attention of the City of Rancho with a 2" operating nut. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous 6. Pressure supply line and lateral line testing - 48 hours Cucamonga. In the event this notification is not performed, the A� Handling of PVC pipe and fittings: The Contractor is cautioned to b, Resilient Wedge Gate valves shall be No. 403 RT-RW as irrigation equipment. F. Automatic Controller Assembly: Contractor shall assume full responsibility for any revision necessary. exercise care in handling, loading, unloading, and storing PVC pipe and supplied by Watts or approved equal. 7. Coverage test- 48 hours fittings. All PVC pipe shall be transported in a vehicle which allows the c. All Resilient Wedge Gate valves shall be installed per detail. 2. All miscellaneous irrigation equipment shall be as specified or approved Install as per manufacturer's instructions. Remote control valves shall be 1.03 SUBMITTALS length of pipe to lie flat so as not to subject it to under bending or a d. Install a non-potable water warning tag, Christy's purple Model equal. connected to controller in numerical sequence as shown on the Drawings. 8. Final observation - 7 days concentrated external load at any point. Any section of pipe that has been No. ID-MAX-P2-AC009. A� Material list: dented or damaged will be discarded, and if installed, shall be replaced PART 3 - EXECUTION G. High Voltage Wiring for Automatic Controller: B. When observations have been conducted other than the City of Rancho with new piping. G. Quick Coupling Valves: Cucamonga, show evidence in writing of when and by whom these 1. The Contractor shall furnish the articles, equipment, materials, or 3.01 OBSERVATION OF SITE CONDITIONS 1. 120 volt power connection to the automatic controller shall be provided observations were made. processes specified by name in the Drawings and Specifications. No 1.05 SUBSTITUTIONS 1. Quick coupling valves shall have a brass, two-piece body designed for by the Contractor. substitution will be allowed without prior written approval by the City of working pressure of 150 P.S.I. A. All scaled dimensions are approximate. The Contractor shall check and C� No site observations will commence without "As-Built" record drawings. The Rancho Cucamonga. A. If the Contractor wishes to substitute any equipment or materials for the verify all size dimensions and receive approval from the City of Rancho 2. All electrical work shall conform to local codes, ordinances, and union contractor shall not call for a site visit without "As-Built" record drawings, equipment or materials listed on the Drawings and Specifications, he may 2. Quick coupling valve shall be operable with a quick coupler key. Key Cucamonga prior to proceeding with work under this Section. authorities having jurisdiction. without completing previously noted corrections, or without preparing the 2. Complete material list shall be submitted prior to performing any work. do so by providing the following Information to the City of Rancho size and type shall be as shown on the system for said visit. Material list shall include the manufacturer, model number, and Cucamonga for approval: Drawings. B. Exercise extreme care in excavating and working near existing utilities. The H. Remote Control Valves: description of all materials and equipment to be used. Although Contractor shall be responsible for damages to utilities which are caused by manufacturer and other information may be different, the following is a 1. Provide a statement indicating the reason for making the substitution. 3. Quick coupling valve shall have a looking purple cap. his operations or neglect. Check existing utilities drawings for existing utility 1. Install where shown on the Drawings. Where grouped together, allow guide to proper submittal format: Use a separate sheet of paper for each item to be submitted. locations. at least twelve (1 2) inches between adjacent valve boxes, Install each H. Backflow Prevention Units: remote control valve in a separate valve box. No. Description Manufacturer Model No. 2. Provide descriptive catalog literature, performance charts and flow C. Coordinate installation of sprinkler materials including pipe, so there shall be charts for each item to be substituted. 1. Backflow prevention unit shall be of size and type indicated on the no interference with utilities or other construction or difficulty in planting 1. Flushing of System: 1 Backilow Preventer Febco 825-Y-BV irrigation drawings. Install backflow prevention units in accordance trees, shrubs, and ground covers. . 2 Automatic Controller Calsense ET20OOe-24 -LR-RR 3. Provide the amount of cost savings it the substituted item is approved. with the Drawings. 1. After all new sprinkler pipe lines and risers are in place and connected, 3 Master Valve Superior 31 00 RCV D. The Contractor shall carefully check all grades to satisfy himself that he may all necessary diversion work has been completed, and prior to 4 Etc. Etc. Etc. B. The City of Rancho Cucamonga shall have the sole responsibility in 2. Wye strainers at backilow prevention units shall have a bronzed safely proceed before starting work on the irrigation system. installation of sprinkler heads, the control valves shall be opened and accepting or rejecting any submittal item as an approved equal to the screwed boy with 60 mesh Monel screen and shall be similar to Bailey full head of water used to flush out the system. Irrigation submittal must be specific and complete. All items must be equipment and materials listed on the Drawings and Specifications. #1 0013 or approved equal. 3.02 PREPARATION I listed and should include solvent, primer, wire, connectors, valve, 2. Sprinkler heads shall be installed only after flushing of the system has I boxes, etc. No copies of manufacturer's literature (catalog cuts) are 1.06 GUARANTEE 3. All pressure main line piping between the point of connection and the A. Physical layout: been accomplished to the complete satisfaction of the city of Rancho required as submittal information. backflow preventer shall be installed as required by local code. The Cucamonga. A. The guarantee for the irrigation system shall be made in accordance with Contractor shall verify with the local governing body as to material 1. Prior to installation, the Contractor shall size stake out all pressure 3. Equipment or materials installed or furnished without prior approval of the attached form. The General Conditions and Supplementary type and installation procedures prior to start of construction. Submit supply lines, routing and location of sprinkler heads. J� Sprinkler Heads: the City of Rancho Cucamonga may be rejected and the Contractor Conditions of these Specifications shall be filed with the City prior to shop drawing for approval. may be required to remove such materials from the site at his own acceptance of the irrigation system. 2. All layout shall be approved by the City of Rancho Cucamonga prior to 1. Install the sprinkler heads as designated on the Drawings. Sprinkler expense. 1. Check Valves: installation. heads to be installed in this work shall be equivalent in all respects to B. A copy of the Guarantee form shall be included in the operations and those itemized. 4. Approval of any item, alternative or substitute indicates only that the maintenance manual. 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze B. Water Supply: product or products apparently meet the requirements of the Drawings construction with replaceable composition, neoprene, or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the and Specifications on the basis of the information or samples C. The guarantee form shall be re-typed onto the Contractor's letterhead and and shall meet or exceed Federal Specification WW-V--51 D, Class A, 1. The irrigation system shall be connected to water supply point(s) of Drawings. In no case shall the spacing exceed the maximum submitted. shall contain the following Information: TypeIV. connection as indicated on the Drawings. recommended by the manufacturer. S. Manufacturer's warranties shall not relieve the Contractor of his GUARANTEE FOR IRRIGATION SYSTEM 2. Anti-drain valves shall be of heavy duty virgin PVC construction with 2. Connections shall be made at the approximate location(s) shown on the 3.04 TEMPORARY REPAIRS liability under the guarantee. Such warranties shall only supplernent F.I.P, thread inlet and outlet. Internal parts shall be stainless steel Drawings. The Contractor is responsible for minor changes caused by the guarantee. We hereby guarantee that the irrigation system we have furnished and installed is and neoprene. Anti-drain valve shall be field adjustable against actual site conditions. The City reserves the right to make temporary repairs as necessary to keep the free from defects in materials and workmanship, and the work has been completed drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to sprinkler system equipment in operating condition, The exercise of this right by the B. RECORD DRAWINGS: in accordance with the Drawings and Specifications, ordinary wear and tear, the Valcon "ADV` or approved equal. C. Electrical Supply: City shall not relieve the Contractor of his responsibilities Linder the terms of the unusual abuse, or neglect excepted. We agree to repair or replace any defects in guarantee as herein specified. 1. The Contractor shall provide and keep up-to-date a complete record material or workmanship which may develop during the period of one year from J. Control Wiring: 1. Electrical connections for any and all automatic controllers shall be set of blue line ozalid prints which shall be corrected daily, showing clate.of acceptance and also to repair or replace any damage resulting from the made to electrical point(s) of connection as indicated on the Drawings. 3.05 EXISTING TREES every change from the original Drawings and Specifications and the repairing or replacing of such defects at no additional costs to the City. We shall 1. Except as noted otherwise, connections between the automatic exact installed locations, sizes, and kinds of equipment. Prints for this make such repairs or replacements within a reasonable time, as determined by the controllers and the remote control valves shall be made with direct 2. Connections shall be made at the approximate location(s) shown on the Where it is necessary to excavate adjacent to existing trees, the Contractor shall purpose may be obtained from the City of Rancho Cucamonga at City, after receipt of written notice. In the event of our failure to make such repairs burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. The Contractor is responsible for minor changes cause by use all possible care to avoid injury to trees and tree roots, Excavation in areas cost. This set of drawings shall be kept on the site and shall be used or replacements within a reasonable time after receipt of written notice from the control wire conduit within structure shall be made with AWG-TW solid actual site conditions. where two (2) inch and larger roots occur shall be done by hand. All roots two (2) only as a record set. City, we authorize the City to proceed to have said repairs or replacernents made copper wire. Pilot wires shall be a different color wire for each inches and larger in diameter, except directly in the path of pipe or conduit, shall be N IS.CA P,6� at our expense and we will pay the costs and charges therefore upon demand. automatic controller. Common wires shall be white with a different 3.03 INSTALLATION tunneled under and shall be heavily wrapped with burlap to prevent scarring or Vpli, 2. The Contractor shall make neat and legible notations on the record color stripe for each automatic controller. Install in accordance with excessive drying. Where a ditching machine is run close to trees having roots Urn[V/.. _q 0 drawing progress sheets daily as the work proceeds, showing the PROJECT: valve manufacturer's specifications and wire chart. In no case shall A� Trenching: smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree Co �, 0 _�_ work as actually installed. For example, should a piece of equipment wire size be less than #1 4. shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in Q, (� ,.-:)�, -5A "I _,�_ , t`n be installed in a location that does not match the plan, the Contractor LOCATION: 1. Dig trenches straight and support pipF -,ontinuously on bottom of trench. diameter shall be painted with two coats of Tree Seal, or equal, Trenches adjacent U U cl� C) i - .- must indicate that equipment has been relocated in a graphic manner 2. Wiring shall Occupy the same trench and shall be installed Lay pipe to an even grade. Trenching excavation shall follow layout to tree should be closed within twenty-four (24) hours-, and where this is not i__J Q� .. � X, --I so as to match the original symbols as indicated in the irrigation SIGNED: along the same route as pressure supply or lateral lines indicated on the Drawings and as noted. possible, the side of the trench adjacent to the tree shall be kept shaded with burlap �af I legend. The relocated equipment and dimensions will then be wherever possible. or canvas. * 31-16-- transferred to the original record drawing plan at the proper time. ADDRESSED: 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation Re ewal Date - 3� Where more than one (1) wire is placed in a trench, the lines installed under paving or hardscaping. 3.06 FIELD QUALITY CONTROL 6�x --Date-- 3. Before the date of the final observation, the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: , , wiring shall be taped together at intervals of fifteen (15) feet. -1,>, all information from the "record drawing" prints to a sepia Mylar or 3. Provide for a minimum of twenty-four(24) inches cover for all pressure A. Adjustment of the System: 1�1 OF C P,, � similar Mylar material. Arrangements shall be made through the city PART2 - PRODUCTS 4� An expansion curl shall be provided within three (3) feet supply lines of three (3) inches or larger in diameter. for obtaining said sepia Mylar or similar Mylar material. All work shall of each wire connection, Expansion curl shall be of 1. The Contractor shall flush and adjust all sprinkler heads for optimum I 111.11111-1 �--- be in waterproof India ink and applied to the Mylar by a technical pen 2.01 MATERIALS .sufficient length at each splice connection at each remote 4. Provide for a minimum of eighteen (18) inches cover for all pressure performance and to prevent overspray onto walks, roadways, and made expressly for use on Mylar material. Such pen shall be similar control valve, so that in case of repair, the valve bonnet supply lines of two and one half (2-") inches or smaller buildings as much as possible. to those manufactured by Rapidograph, Kueffel & Esser, or Faber A. General: Use only new materials of brands and types noted on drawings, may be brought to the surface without disconnecting the Castell. The dimensions shall be made as to be easily readable even spe( 'fied herein, or approved equals. control wires. Control wires shall be laid loosely in trench 5. Provide for a minimum of twelve (12) Ii. ,hes for all non-pressure lines. 2. If it is determined that adjustments in the irrigation equipment will on the final controller chart (see Section C). The original Mylar "record without stress or stretching wire conductors. provide proper and more adequate coverage, the Contractor shall make drawing" plan shall be submitted to the City of Rancho Cucamonga for 13� PVC Pressure Main Line Pipe and Fittings: 6. Provide for a minimum cover of eighteen (1 8) inches for all control wiring. such adjustments prior to planting. Adjustments may also include - approval prior to the completion of the controller chart. 5. All splices shall be made with Scotch-Lok#3576 changes in nozzle sizes and degrees of arc as required. -1. Pressure main line piping for sizes 2" and larger shall be PVC Class Connector Sealing Packs, Rainbird Snap-Tile wire 7. Refer to City Standard 120 "Trench Repair" when within City streets . . � 4. The Contractor shall dimension from two (2) permanent points of 315. connectors, or approved equal. Make only one splice susceptible to traffic loads. 3. Lowering raised sprinkler heads by the Contractor shall be DATE CITY _ reference, such as building corners, sidewalk edges, road with each connector sealing pack. accomplished within ten (10) days after notification by the City. DESCRIPTION OF REVISION APPROVE D intersections, etc., the location of the following items: 2. Class 315 pipe shall be made from an NSF approved Type 1, Grade B. Backfilling: _L__l 1, PVC compound conforming to ASTM resin specification D1 784� 6. Field splices between the automatic controller and remote 4. All sprinkler heads shall be set perpendicular to finished grades unless a. Connection to existing water lines. All pipe must meet requirements as set forth in Federal Specification control valves will not be allowed without prior approval of 1� The trenches shall not be backfilled until all required tests are otherwise designated on the Drawings. b. Connection to existing electrical power. PS-22-70, with an appropriate standard dimension (S,D.R.) the City of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated CITY OF RANCHO CUCAMONGA c� Gate valves. (Solvent-weld Pipe). materials approved for backfilling, consisting of earth, loam, sandy clay, 5. Rain Bird EFB-CP-NP-HAN-PRS-D valves will be set per - d. Routing of sprinkler pressure lines (dimension max. K. Automatic Controller: sand, or other approved materials, free from large clods of earth or manufacturer's specification so that each lateral operates at design 100' along routing). 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC stones. Backfill shall be mechanically compacted in landscaped areas pressure. Schedule 40 with solvent welded joints. 1. Automatic controller(s) shall be of size and type shown on to a dry density equal to adjacent undisturbed soil in planting areas. "IVIC CENTER RENO VA TION e. Sprinkler control valves. U I f. Routing of control wiring and locations of all splice the Drawings. Backfill will conform to adjacent grade�; without dips, sunken areas, B� Testing of Irrigation System: A boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 humps or other surface irregularities. NEU"ORNER HAVENAVE & g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1 785. All 2� Final location of automatic controller(s) shall be approved 1. The Contractor shall request the presence of the City of Rancho t__y h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification by the City of Rancho Cucamonga. 2. A fine granular material backfill will be initially placed on all lines. No Cucamonga in writing at least 48 hours in advance of testing. R, IVIC CENTER DR I. Other related equipment as directed by the PS-21-70. foreign matter larger than one-half (-) inch in size will be permitted in the City of Rancho Cucamonga. 3. Unless otherwise noted on the Drawings, the 120 volt initial backfill. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per ­­ _ ____ 5. PVC solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved electrical power to each automatic controller location is to square inch and prove watertight. 5. On or before the date of the final field observation, the Contractor shall conforming to ASTM test procedure D2466. be furnished by others. The final electrical hook-up shall & Flooding of trenches will be permitted only with approval of the City of � IRRIGATION SPECIFICATIONS I deliver the corrected and completed sepias to the City of Rancho be the responsibility of the Contractor, Rancho Cucamonga. Note: Testing of pressure main lines shall occur prior to installation of the Cucamonga. Delivery of the sepias will not relieve the Contractor of 6. Solvent cement and primer for PVC solvent-weld pipe and fittings remote control valves. APPROVED BY: ___---�, DATE: 621,2psllu the responsibility of furnishing required information that may be shall be of type and installation methods prescribed by the L. Remote Control Valves: 4� If settlement occurs and subsequent adjustments in pipe, valves, sprinkler '\- __ ­ , - omitted from the prints. manufacturer. heads, lawn, planting, or other construction are necessary, the Contractor 3. All piping under paved areas shall be tested under hydrostatic pressure CITY ENGINEER e��,.,__,__ _ I -I- -,,� RCE No. 67514 1, All rernote control valves shall be the same size and type shall make all required adjustments without cost to the City. of 150 pounds per square inch and proven watertight prior to paving. DESIGN " � RECOMMENDED C. Controller Charts: 7. All PVC pipe must be colored purple, pantone 512 or 522, and bear the shown on the Drawings. ARCHITERRA DESIGN GROUP following markings: 4. Sustain pressure in lines for not less than six (6) hours. If leaks GPD/JLP LANDSCAPE ARCHITECTURE op - 1. As-builts drawings shall be approved by the City of Rancho 2. All remote control valves shall have a manual flow develop, replace joints and repeat test until entire system is proven . - SITE PLANNING -_ w- I Cucamonga before controller charts are prepared. a. Manufacturer's name adjustment. watertight. DRAWN 10221-A TRADEMARK STREET SHEET I b. Nominal pipe size RANCHO CUCAMONGA, CA 91730 2. Provide one controller chart for each controller sequence. c. Schedule or class 3. Provide and install one control valve box for each remote 5. All hydrostatic tests shall be made only in the presence of the General STAFF (909)484-2800 FAX: (909) 484-2802 L-6.2 - d. Pressure rating in P.S.I. control valve. Contractor and the City of Rancho Cucamonga. No pipe shall be CONTACT PERSON:JOSIF PELAYO OF 27 3. The chart shall show the area controlled by the automatic controller e. NSF (National Sanitation Foundation) approval backfilled until it has been observed, tested, and approved in writing. RI-A NO. 2834 DRAWING NO. and shall be the maximum size which the controller door will allow. f. Date of extrusion 4� Install a non-potable water warning tag, Christy's purple 9/22'1 5 t338-CC 241 84, - Model No. ID-MAX-P2-RC009. JRC/JLP DATF ______./, IOB NO� III PROJECT Sheet No. 2 7 o f 'Z21 '7 1 1