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Home My WebLink AboutBeryl Park East tot lot redesign DEVELOPER/OWNER AM S A , Al�'"iC 'Aml [ TECT L LA N D s C pl ,,'�IiiiiiiiiiiiiiiiiiiiiiiiIA /WkN a yr F011�lCITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE r rml E YL r"kA K EAST (, TOTm LOT P.O. BOX 807 JAI y -- RANCHO CUCAMONGA, CALIFORNIA 91729 S I G N LSTIr� r� r� ND A AVEN ' E� _ I I VICINITY MAP GENERAL NOTES SHEET INDEX r L- 1 TITLE SHEET I , 8 z GENERAL NOTES: A- 1 RESTROOM BUILDING 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE "tet. W N i AV 1 m> o W�NOAitIN AY i t K� THE PLANS AND ANY DISCREPANCIES SHALL BE FOLLOWING CRITERIA: A-2 R BUILDING BROUGHT TO THE ATTENTION OF THE LANDSCAPE ` < i'< I _ $ 'T ARCHITECT AND THE CITY. BETWEEN CITY MAINTAINED TURF AND CITY MAINTAINED , �► �' �! aci o' ' t�„ � ' SHRUB AREAS -8"WIDE X 6" DEEP CONCRETE HEADERS. �� Y 4Y 'g` 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM WEEN CITY-MAINTAINED TURF AND ANY PRIVATE L-2 DEMOLITION PLAN LEWN _ MAINTENANCE-8 WIDE X 6 DEEP CONCRETE HEADERS. 9600 AY -_ � .... _�----_ _ -__ _ �.. _ THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.LLA BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE-�� < <� ;< PROJECT LOCATION NANCE 6"WIDE X 6" DEEP CONCRETE HEADERS. L-3 CONSTRUCTION PLAN a'�o N'. > x,,` ► �'_ ' i- �c > 3. ALL WORK SHALL BE PERFORMED ACCORDING TO BENEATH METAL FENCING ADJACENTTO CITY r,I CURRENT CITY STANDARDS AND THE CURRENT MAINTENANCE W WIDE X 8"DEEP CONCRETE HEADERS. _ ow►Ils� _� . sT� �--� ��____�. � STANDARD SPECIFICATIONS FOR PUBLIC WORKS L-4 TLAYOUT CONSTRUCTION. 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY APPROVAL OF THE FINAL SIDEWALK $' ~` ' LAYOUT SHALL BE MADE IN THE FIELD, AD ADJUSTED AS Rl� o 4. THIS WORK SHALL BE INSTALLED BY A LICENSED L-5 -"+ s I �; i < �� e- - -' - NECESSARY TO MEET FIELD CONDITIONS AS APPROVED gyp " ;AV ►- ,� ! TA CONTRACTOR WHO SHALL CARRY WORKMAN'S GRADING P RO ED BY �---� :------ - --�;� THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, ; + '�v COMPENSATION, PUBLIC LIABILITY AND PROPERTY _ DAMAGE INSURANCE AS REQUIRED BY LAW. PRIOR TO FINAL CONSTRUCTION. L-6 CDETAILS- Ono ew. wrl 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER wr �r M V `"�+�' 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO THE FOLLOWING CRITERIA: Lit STI -Y ST �� EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND L CONSTRUCTION DETAILS _n !'r~�} j .� y UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO " PLANT IN H ', , =MEA WORKING DAYS PRIOR TO CONSTRUCTION. PRIOR TOT EOCOMMEN COMMENCEMENT OF ANY PLANTING, AN <; R o _ 1 W AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE L-8 IRRIGATION PLAN 19 ; 1 1 T I �' 5 8. AT THE CONCLUSION OF ROUGH GRADING, AN CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT j DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, 1 . > 4100 AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO l THE CITY INSPECTOR, AND AL RECOMMENDATIONS AS DETERMINED BY THE CITY INSPECTOR. _Q - ��# H1 ><-,£ �I i< $ �- ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND L V IRRIGATION PLAN t $ 1 -- - ? .� AMENDMENT RECOMMENDATIONS ONS SHOWN ON THE PUBLIC TREES ARE TO BE PLANTED PER PUBLIC NOT IN CONTRACT } KYR $ �+ _ + FROM ACCEPTANCE BY THE ENGINEERING DIVISION.i LTON �. ,... - rt�w LTON� d N NI Sj rn GN B; G' ST- :� PLANS. IMPROVEMENT PLANS ONLY. L- 1 O IRRIGATION PLA N Q 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: "�Y IQ aW. �'HDLLY +EMI ST+ w > 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE _ST �T _"r_, ._ " Cr � °R� "" CONSTRUCTION AND STRUCTURAL CALCULATIONS i c�'" �.ae�aro; o� E 4 A + HAVE BEEN APPROVED BY THE CITY ENGINEER. A SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 L 1 1 IRRIGATION DETAILS _ 'rt4MONETTE JAMES FREI AYALM! �� I -• .�ai „ �. u� LI 3�"- <' 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A B. GENERAL TELEPHONE (800)483-3000 WIDE FLAT AT L- 1 2 PLANTING PLAN SLOPES SHALLR AVE A 1�FOOT WIDE FLAT AREA AT THE C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 V-T TOE OF SLOPE. D. CUCAMONGA COUNTY WATER DISTRICT L- 1 3 PLANTING DETAILS (909)987-2501 9 AN 10440 ASHFORD AVENUE ESTABLISHMENT ENT PERIOD SHALL COMMENCE, AND UPON 9641 SAN BERNARDINO ROAD WRITTEN VERIFICATION FROM THE INSPECTOR THAT RANCHO CUCAMONGA, CA 91730 L ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE E. METROPOLITAN WATER DISTRICT (900)593-7474 MAINTENANCE PERIOD(TYPICALLY 30 DAYS)SHALL + ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, F. COMCAST (909)9633-~ FLOWER COLOR, TURF ESTABLISHMENT OVERALL DUPONT ST MAINTENANCE RESPONSIBILITY MAP PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE (PORTION OF RED HILL) OF THE IMPROVEMENTS. MAINTENANCE SHALL ONTARIO, CA 91762 CONSULTANTS INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING 800 G. MARKS CABLEVISION 568-2757 RAISING TREE ROOT BALLS WHICH SETTLE BELOW ( ) GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS FOOTHILL BLVD. #120 RANCHO CUCAMONGA,CA 91730 ARE NECESSARY FOR PROPER CARE AND UPKEEP. BID. ALTER NATE 'A' REPLACEMENT,CLEANING, AND ADJUSTING NECESSARY H- SOUTHERN CALIFORNIA EDISON COMPANY Off-+` L A N i ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO 7951 REDWOOD AVE D S C A P E ARCHITECT iFINAL ACCEPTANCE OF THE WORK BY THE CITY. FONTANA, CA 92336 ARCHITECTURE JOHN MELCHER, A.I.A. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE 6779 TREELINE PLACE BASE BI LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS SITE PLANNING P.O. BOX 1085 REQUIRE A P.C.A. RECOMMENDATION. ' 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER RANCHO CUCAMONGA, CA 9170110621 Church Street (909) 948-8777 THE DIRECTION OF A CALSENSE REPRESENTATIVE, SEE SHEET A-1 & A-2 PHONE NUMBER 760-438-0525. Suite 106 CONTACT: JOHN MELCHER Rancho Cucamonga SEE SHEET L-4 CA 91 730 ` (909) 484-2800 - - - - - - i i I Fax (909) 484-2802 TO ALL BIDDERS: F - - - - - I , , 4 .,, Richard Krumwiede CONTRACTORS TO PROVIDE BIDS FOR BASE BID µ - �°~ CA Lic. #2834 AZ Lic. # 29115 AREA AND BID ALTERNATE "A" .►<-�. I , W Lic. # 446 .� O 10 "" LANDSCAPE QUANTITIES =� 10 op 0 CAJCAMo 4_ _ , w f o DISRUPTION OF EXISTING IRRIGATION/LANDSCAPE - _ - THIS PROJECT IS CONNECTED TO,OR WILL DISRUPT,AN EXISTING CITY-MAINTAINED LANDSCAPED AND IRRIGATED AREA. ,/ C� DESCRIPTION O F REVISION DATE _ PRIOR TO ANY NEW CONSTRUCTION,A JOINT INSPECTION AND DOCUMENTATION OF THE CONDITION OF JAPPROVED EXISTING AREAS SHALL OCCUR WITH THE CONTRACTOR,CITY INSPECTOR,AND A CITY MAINTENANCE REPRESENTATIVE AFTER THIS MEETING, AND AT THE START OF THE NEW WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EXISTING LANDSCAPE, AND SHALL MAINTAIN ALL AREAS SHARING THE SAME CONTROLLER AND/OR METER UNTIL THE MAINTENANCE CITY o f RANCHO CUCAMONGA PERIOD FOR THE NEW CONSTRUCTION INDICATED ON THESE PLANS IS COMPLETE(AS DIRECTED BY THE CITY INSPECTOR). ,1171 SEE SHEET L-10 SEE SHEET L-9 SEE SHEETS L-2, L-3,L-4, A FOLLOW-UP INSPECTION OF BOTH NEW AND EXISTING AREAS IS REQUIRED PRIOR TO THE CITYS ACCEPTANCE OF THE NEW O O AREA. THE EXISTING IRRIGATION SYSTEM SHAH BE ADJUSTED AS NEEDED TO ADEQUATELY WATER THE ALTERED AREAS, � BERYL L-5,L-8, & L-12 AND ANY DAMAGED PLANTINGS REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. ACCESS TO THE EXISTING IRRIGATION CONTROLLER CABINET WILL NOT BE ALLOWED WITHOUT THE CONSENT OF, AND SUPERVISION BY THE CITY. THE Z CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE MAINTENANCE DEPARTMENT FOR CABINET ACCESS. -1 H BERYL STREET NORTH OF HIGHLAND AVE. U TIIlE SHEET CONTRACTORS SAFETY NOTE: APPROVED BY: DATE :, � r,o SCAPF.� CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL o K�►wrlw �9 CITY ENGINEER C RCE N o .24953 THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL PROVIDE TEMPORARY CHAIN LINK �. FENCING AT WORK LIMIT LINE, WARNING CONES,BARRICADES,SECURITY PERSONAL, ETC.,AS REQUIRED. /? tom mss%\' DESIGN �, �, ;r �� ARCHITERRA D IGN GROUP �00(1/{IVENDED L) y+ ca n MLD LANDSCAPE ARCHITECTURE SITE PLANNING —T' DRAWN N 10621 CHURCH STREET, STE 106 SHEET RANCHO CUCAMONGA, CA 91730 * "-' ► N" . MLD (909)484-2800 FAX (909)484-2602 L'1 Deft �\ rF OF CA��EP CHECKED DRAWING NO. RWK DATE 5/21/01 RLA No. 2832 17 ;L—j— ADIS #f0064 SHEET ] OF M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GB r- - - - - - L - - - - - - - - - - - - - - - - — L - - - - - - 2xb RESAWN Tib 5HEATHIN6 YV in o EA RAFTER i '1/Ib'I GDX PLYWO D OVER 5 1/8" x 10 1/2" 61-5 - d) 45 -- -- 4G A-2 A-2 IG - 4xb RAFTERS • 2'-8" OG MAX EXTERIOR PLASTER - 12 - - _ NCRT� 5 1/8" 6LU LAM BEAM 12 4+r- A-2 I " f A-2 SIM ';! 1' - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -� i 2G L - - - - - -I- I- a-2A-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � -- --- - +L 5 I/8" x 7 1/2" 6LB _ — _ 1�.J 4G 44d • - -- - - - -- -� - j ® 2'- " OG MAX 4xb RA - A-2 EAST (AE5T 51M) 5 1/8" x 10 1/2" 6LB 4E DEMOLITION ELEV 5 GENERAL NOTES SCALE: 1/4" 1'-0" IB GENERAL G 1 . MATERIAL AND WORKMANSHIP: CONFORM TO A_2 A-2 CALIFORNIA BUILDING CODE, 19Q8 EDITION. 2. NOTES AND DETAILS ON DRAWIN65 TAKE PRECEDENCE OVER THESE GENERAL NOTES. 3. VERIFY ALL DIMENSIONS AND SITE CONDITIONS �� I O� �O O� ��` , I �� PLAN � A � BEFORE START I N6 WORK. NOTIFY ARCH I TEGT OF M A ANY DISCREPANCY. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 4. LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN HEREON, AND PROTECT THEM FROM DAMA6E Q THROUGHOUT CONSTRUCTION PERIOD. IN THE EVENT I OF DAMA6E, REPAIR OR REPLACE DAMA6ED WORK AT d) NO EXPENSE TO OWNER. � 5. DE5I6N, ADEQUACY, AND SAFETY OF ERECTION 5RACIz v 15 THE6SOLE�RESPONS I B I LTEMPORARY I TYY OF SUPPORTS, HE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ARCH I TELT. M REMOVE FRAMING EMPLOY ALL MEA5URE5 NECE55ARY TO MAINTAIN THE $ 4'-0" 3'-4" 91-4" 11-4" b'-8" 4'-0' i ROOF I NG 5TA51LITY OF THE CONSTRUCTION PERIOD. GTURE THROU T REMOVE - - - - - - - - - DOWNSPOUT - - - -- -- - -- _ .- - - - �--- - - -- - - - - - -- - - (TYP OF 4) LEGEND DO NQ.I u' �'� u'� f-1 G-66 - - - - -- - -REMOVE DED - EXISTING CONCRETE BLOCK WITH 2x4 STUD • I'-4" OG PARTIT ON TO OF DO NOT ANCHOR DO NST EXTERIOR PLASTER BOTH SIDES OF STUD PARTITION. REMOVE REMOVE - - 5 1/8" X-10 1/2" 6LB - EMBEDDED o _ - - -A 1 -- - -_ - -- o EMBEDDED EXI5TIN6 CONCRETE BLOCK - - - - - - - - - - - - - - - ANCHOR - - -- - - - -- - - - - ANCHOR A- 2B 4 -- -� - - - -- - - -- - - - I REMOVE FRAMING 199'7 UBC/1998 GBG ANALYSI 5 GRILLE � - OCCUPANCY GROUP B tr J CONSTRUCTION TYPE V-N - - � - FLOOR AREA ( 5F) 512 - - - - - y - OCCUPANT LOAD O* _ P T A-2 A-2 r - - - - I OR 2B ' 2 4 - _: ? _ __ : - s 1 2 - -- SF 50 5F OCCUPANT PER LOCKER ROOMS) 11 A-2 � ✓ B A-2 � - -- - - r - -- _ ; ( Y A-2 / A-2 ALTER = _ -_ - ALTER * PER SEG 1003. 2. 2. 2. 1 EXCEPTION EMBEDDED - - - - _ EMBEDDED PgGHPTi c 's� r ANCHOR -- -- - - �_�_ _ - - _- ANCHOR `r -HDG54 HDG54 2.5 r 5D5 2.5 - SEE B - _ - SEE y - -- - -- - - - - - - - - - -- - - - - - A-2 U 4 P05T O B r 4x6 POST O Ir IB IB - --- DESCRIPTION OF REVISION DATE DATE IB ! _. / o A-2 _ - _ CITY of RANCHO CUCAMONGA EE — � -- Y _ � .� � �_ _ �,_� �_ _� � - - - - BERYL PARK EAST .� �'�" - - - - - - - - - - - - -5 1/8" x 10 1/2 6LB 2'-5" I� 4113 G � " Dom DO NOT DO NOT RESTROOM BUILDING v t>:) GC.66 A-2 (E) CCbb REMOVE REMOVE REMOVE B ROOF STRUCTURE REPLACEMENT co EMBEDDED - _ _- __ _ _ -_ __.. _ _ -- _- -_ -_- _ -__ EMBEDDED - __ _ _._ -_ - EMBEDDED A-2 � A`NGHOR ANCHOR ANCHOR > / INDICATES LOCATION OF SIMPSON HDC 5/22- - -J L 'L SDS 2.5 CONCENTRIC - - - _ -- .. -- -- -- __ __ _ U- HOLDDOM APPROVED BY: - DATE J/Olw! 4'-10" 3'-0' 4'-10' 3 CITY ENGINEER RCE No. : 8" 8" 10,8 I'-4" 10'-8" 8' 8" DESIGN RECOMMENDED a JM JOHN MELCHER, AIA • ARCHITECT 24'-0" CALIFORNIA ARCHITECT UCENSE NO. C-3913 DRAWN P.O. Box 1085 SHEET �� , WM RANCHO CUCAMONGA, CA 91701 n 909.948.8777 FAX 909.948.8677 FLOOR FLAN 2 OEMOL 171 ON FLAN AN I � CHECKED DRAWING No. " m I/4" = I'-O" SCALE: I/4 = 11-0.. JM DATE 30 APR 01 FILE No. I?7 2--L- SCALE: 0 '0 1/16 COX PLYWOOD OVER SHEATHING LUMBER a GA1QP1sNTRY ST6224 ® EA RAFTER IOd COMMON OR Ibd SINKER • 6" OG EDGES (I6) Ibd (2) ROWS (4) NAILS EA ROW IOd COMMON OR Ibd SINKER • 12" OG FIELD 1 . LUMBER: Dou6LA5 FIR of THE FOLLOWING UNLESS NOTED OTHERWISE. MAXIMUM MO I STUD GONT>=xS. 16 EN 4x6 RAFTER • 2'-8" OG REPETITIVE USE MEMBERS 4x RIDGE NAILER 2x6 T46 SHEATHING Jo I sT5 AND RA M 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 J 2 X b TO !' X1 b I NGLUS I VL NO. 2 loci • 6 OG ED6E5 (EN) EN EN EN EN BEAM5 SIN&LE USE MEMBERS 2x 5LK6, CENTERED 4 X 2x4 TRIM b X OR LARGER No. 1 H5 � A35 • 24 OG 2x4 TRIM � P05T5 AND MULL I ON5 4 X 4 AND SMALLER NO. 2 5 I/8" X 10 I/2" GLB Ibd ® J 4 X b AND LAR6LR NO. Ibd I6" OG SEALANT SEALANT I b" OG b x b AND LARGER No. , EN M 169'1=1 LANEOUS LUMBER MET EDGE BLOGKIN6, FURRING, ETCNO. L' PECK IN6 AND 5HEATHINO EXT PLAS BEYOND 2X, 5X, 4X COMM' L. VEX. 1 '1/16" COX PLYWOOD 4x6 RAFTER 2xb TRIM 8d • b" OG EDGES 2. C-OMPLY W I TH GRAD I N6 AND DRE55I N6 RULES M 16 EN 1 bd • 12" OG FIELD 2X4 PLATE of THE WEST COAST LUMBERMEN' S ASSOC I AT I ON. I BG40 • 2'-8" OG I 2xb TRIM • JAMB USE PRESSURE TREATED DOUGLAS FIR AT ALL (5) Ibd EA SIDE I BEYOND EXTERIOR PLASTER LOGAT I oNs BEAR I N16 ON MA�vONRY. OF 4x NAILER (E) 51 MPSON 2x4 TRIM 1 (4) t bd THROUGH COLUMN GAP WIRE MESH IN 1 11 4. STRUCTURAL PLYWOOD: APA 1 a14+1-/ PLYWOOD DE5 I 6N SPlSG I F I GAT I ON CONNECTOR TO BM I 5T1=EL FRAME (E) I'-4"xl'-4" 2x8 FASCIA 2x4 STUDS • I -4 OG s. Do NOT GUT STRUCTURAL MEMBERS FOR PIPES, ETC. UNLESS INDIGATlsD OR NOTED OTHERWISE. RIDGE CMU COLUMN 4x6 RAFTER I 1 IRAPPTTE 5 AT SOLALL I SUPPORTSN6 BETWEEN JO I ST5 OR 14 1 (E) b" CMU WALL '1. BORE HOLES FOR BOLTS 1 /32" TO 1/16" LAROER IN /� THAN NOMINAL BOLT DIAMETER. ii RAKE I 6. PROVIDE ALL BOLTS BEAR I Nb ON WOOD WITH FI ISG 4C, „A V F._ G SCALE: 1" = I'-0" = 1,-.0.. WA5HERS UNDER HEAD AND/OR NUT. SCALE: I SGALE: I = I -O SCALE: 1 I -O q . MET I&HTEN ALL BOLTS PRIOR TO COVERING. 10. USE 5IMP50N "CG" "GB" OR "BG HALF BASE" CONNECTORS AT BASES AND GAPS OF ALL POST5 :21-511 STEEL FRAME I UNLESS I ND I GATED OTHERW I 5E. I � i I WIRE MESH I 2X6 TRIM • JAMS EXTERIOR PLASTER 1 1 . GONNEGT I NG HARDWARE, JO I ST HAN&ER5, T I E I SEYOR 7/16" COX PLYWOOD STRAPS, ETC,. : S I MP5ON "STRON6-TIE" UNLESS 4xb POST I 8d • 6" OG EDGE5 2x4 5TUD5 • 1'-4" OG I MD I GATED OR NOTED oTHERW I 51s. I WIRE MESH IN 8d • 12 OG FIELD 12. NAILING MODIFY (E) GG66 I STEEL FRAME a. NA I L I N6 L I 5TED BELOW IS APPL I GABLE THROUGHOUT 1 PROJECT UNLESS INDICATED OR NOTED OTHERAISE. (REMOVE VERT LE-(s !t—_:2)x& R FAME 3xb TRIM EN 2x4 TREATED SILLb. NAIL-5: BOX OR COMMON WIRE NAILS; USE COMMON FLA5HIN6 WIRE NAILS CONNECTION DDEETAILS.. ILING I5 SHOWN IN FLASHING ORYPACK G. NAILING SCHEDULE DRYPACK JOISTS OR RAFTLiU AT ALL ll 5x6 0 •TREATED 5/8" AB • (E) bxbxl'-4" GMU WALL 5/8"0 AB • (E) bx8x I'-4" GMU WALL BEAR I NGS' TOE NAILS EACH SIDE o9 - 61D I I (E) 51 MP50N 51 LL 2'-0" OG. 51 MP50N 2'-O" OG. 51 MPSON BLOCK I N6 BETWEEN Jo I sTs OR o COLUMN GAP AT ADHESIVE AT ADHESIVE RAFTERS 7S OR RAP1-ER5, - ---.- - - L SET I N (E) WALL SET IN (E) WALL TOL NA I L5 EACH S I DE, EACH END 2 - 1 OD - — -- - (� I:-4:x1:-4: - - - - — TO JDIS GMU COLUMN (E) 1'-41' x 1'-4" TO JO I ST OR RAFTER BEAR I N65, GMU COLUMN RTOM POGREss I VE BLOCKS oGKNA I LS EACHSI N6� 2 1 OD (E) 6" CMU WALL - - - - -- — - -- RAFTER TO BLOCK AND BLOCK 1-1 TIT TO CONTINUOUS NAILER 2 - 16P PLYWOOD NAILING: SEE DETAILS `1 AND/OR SCHEDULE ROOF I NG 1 . IN5TALL TILE IN ACCORDANCE WITH THE O MANUFACTURER' S HIGH WIND SPECIPIGATIO 1 5 I 2• INSTALL TILE OVER "1/16" PLYWOOD AND 211 SOLID SHEATHING, BEAM ENI;) P057 555E 5ILL 26 W/ ,x2 BATTCNS N46 �� „ �irk :: _ � �� SCALE: I" = 1'_O" I � 9. ANCHOR !=/�.VL T I LE5 WITH HURRICANE CLIPS SCALE: 1" 1'-O" SCALE: I I -O SCALE. I I -0 ,A 4. NAIL ALL FIELD TILES 5. SET HIP, RID6E, AND RAKE TILLS IN MORTAR OR APPROVED ROOFER'S MASTIC, EXPANDED METAL A-2 b. ANCHOR RAKE TILES WITH A MINIMUM OF 2 _44 IN 2x6 FRAME 2C, IG NAILS A 2x8 FASCIA 12 P` 2 12 A-2 4B J 4 _14+ A_2 PAINTING r— CONCRETE ROOF TILE 2x8 FASCIA 1 . PAINT EXTERIOR PLASTER WITH OLD QUAKER ENAMEL N 2x4 TRIM _ NO. 6100, COLOR NO. 102 v EXTERIOR PLASTER ; 2x4 TRIM 2. PAINT ALL EXPOSED WITH OLD QUAKER AGRYBTAIN 46 NO. 1000, COLOR NO. 146 4x4 POST OF *1 r7 A-2 B 26 IB G A-2 A-2 A-2 A-2 EXISTING GG BEARING SIMPSON HDC 5/4 SOS 2.5 � PLATE NPPER PLATES CONCENTRIC HOLDDOWN {' REMOVED) — W/ (12) 505 1/4 x 2 1/2" 5CREWS IN P05T AIL_ I � • 5/8"� b" EMBEDDED THREADED STEEL ROD L- - - - - - - - - - - Al _ _ - - - - -W/ 51MP50N AT ADHESIVE - - - -IN 5/4",V DRILLED HOLE WAST GROUTED CMU 5OUTH \� P1aCHIT r`C �9 SCALE: I" = I'-O" 4C, :3 EXPANDED METAL IN 2xb FRAME IG �qr GPS\ 2x8 FASCIA 12 P`-2 12 A-2 46 4+� �4 � CONCRETE ROOF TILE � 2x8 FASCIA A-2 2x4 TRIM 2x4 TRIM DESCRIPTION OF REVISI DATE EXTERIOR. PLASTER A - - :---- 4B -------- A_2 CITY of RANCHO CUCAMONGA DSL STUD Is CHORD/PANEL END B 2B IB A BERYL PARK EAST cvA-2 2 A- - A-2 _ -- RESTROOM BUILDING U, ---- _ - Lin _ (E-) 516N 516N ROOF STRUCTURE REPLACEMENT =D SIMPSON HDC 5/22-SDS 2.5 `1 co CONGENTRI G HOLDDOWN - 40 T (GAT G-2001, P6 25) W/ _. (12) SDS 1/4 x 2 1/2" SCREWS - - - -- APPROVED BY: DATE ;3/-0%6 t EMBEDDED _ - - - - CITY ENGINEER RCE No. Cn THREADED STEEL ROD - - - - - - - R E C O M M E N D E D ti W/ 51MPSON AT ADHESIVE • IN 5/4"0 DRILLED HOLE DESIGN JM JOHN MELCHER, AIA ARCHITECT r �0�,'{..{ CAUFORNIN ARCHITECT LICENSE NO. C-3913 cti (E� b" GMU WALL F.A5T D RAW N P.O. Box 1085 SHEET Q wm RANCHO CUCAMONGA. CA 91701 � I pI 909.948.8777 FAX 909.948.8677 171 O Irl PLAN ( � CHECKED JM DRAWING `No. O�.I�1�0>V�l�l 5A _ SCALE: I/4 1'-0" DATE 30 APR 01 FILE No. �77z. a SCALE: I 1'-0" 3 OF 13> 0 1 M BASE BID BID ALTERNATE W EXISTING WOOD VEHICULAR GATE TO BE RELOCATED. SEE CONSTRUCTION PLAN FOR NEW LOCATION EXISTING TREES (TYP.)TO REMAIN 8 EXISTING WOOD PROTECT IN PLACE BOLLARDS TO BE REMOVED EXISTING DECOMPOSED GRANITE TRAIL TO REMAIN PROTECT IN PLACE 4d 21' I 15' to' 20' Zo, EXISTING PICNIC AREA TO BE REMOVED SITE EXISTING PICNIC _-^ 4 EXISTING WOOD FURNITURE TO BE RELOCATED TO NEW PICNIC AREA TO REMAIN EXISTING RESTROOM ROOFP TO BE EXISTING LIGHT POLE AND FIXTURE BOLLARDS TO BE REMOVED PROTECT IN PLACE AREA SEE CONSTRUCTION PLAN FOR LOCATION i REMOVED, SEE ARCHITECT'S PLANS I TO REMAIN, PROTECT IN PLACE 4g' 1�1� FOR DETAILS SHEETS A-1, -2 - EXISTING RETAINING WALL TO REMAIN ' PROTECT IN PLACE i FUTURE 1KIRE5 - 20 K1='D w1(2Es tC 2 2s' `�-' ---- °•__—�. 20' EXISTING DRIVE TO REMAIN; 1 -7 SLUE. WI&F-15 t G - - OPEN AT ALL TIME 1 -4 CONTROLLER- 15 . C .�� ExISTrNG RIGAT►ON _ _ _ _ (STING KIIV Q F UNTAIN�, - _ _ _ 1 .� • i +. 'r�� ❑ `� /V MAIN.P WLA rI ,.-.. }� ..�� R1J • • `, 1 I 1 f • ; �+/ IT dp Y MAINT� ANCE DEPT.) G 1'— '— • 1 EXISTI G LIGHT PO AND FIXT 1 dp i r'� �� J • ��r TO bE REMOVED AND SALVAGED FOR RELOCA ON. _ '\f ` 1 • • • • _ _ _ f COORDINATE FINAL LOCATION WITH CITY INSPEC OR • • • _ "id f � �� / f 1'� f 1 � ��•� � ,� `651 �, TRASH ENCLOSURE REMOVE EOP .. ...► .. 7EEMIE _ 1" TO REMAIN PROTECT O E EXISTING CONCRETE AND CUT CURBING FOR NEW ACCESSIBILTIY RAMP XISTINLAY AREA TO BED /�� i;�� ...... ... .........�.��, i �,.� ��r�.i ,•• �.� a_1 1 IN PLACE ---- .- I SEE CONSTRUCTION PLAN FOR DETAILS CONTRACTOR TO REMOVE ALL EXIS IN G / �� 0 � �i,� �� , ��, �� \ � 1 PLAY SAND AND CONCRETE AND DIS P SE i f � •��• \ ��,.. / \ i ��"-"� OF SAND TO AN AUTHORIZED DUMPING ITE _. • • / ► '• ' LIMIT OF WORK LI f E • JOF • 01 OFF 00 OF f ( I REMOVE EXISTING PARKING STRIPING 5 OF 9p As �\ r r l . •• , REPAINT NEW STALLS AND UNLOADING r r - - - � � W r ti / . �` AREA PER CONSTRUCTION PLAN // • f r ' ti rY r r„ _ r: row ; • 10 EXISTING BIKE RAC TO BE REMOVED f � • �, h. � -• s��w , ��, • r EXISTING STEPS TO REMAIN (TYPICAL) i PROTECT IN PLACE 14' op RESTROOM \� i 1 f ' o EXISTING BENCHES TO BE REMOVED AND RELOCATED, / l; / 1 1 • f SEE CONSTRUCTION PLAN FOR N LOCATIO7 / r, rrr 1 Jrr • / 1 \ 7OF � r r rr / EXISTING CONCRETE WALK, PICNIC AREA, AND EXISTING CONCRETE WALK TO BE R MOVE �.; cr� tic� � tic rt • • .�• 1 ,� �� -- OVERHEAD TO REMAIN, PROTECT IN PLACE ti �� 1 r ti • I • 1 5 S ti • \ 77T✓✓/�� \ EXISTIN00 G PHONE TO BE REMOVED, • i' 2.. w' / ` ��• J n� �v rah �`V • I� , V1 / •� �� •� �• ti �tir� �sqps� •� • AND SALVAGED FOR RELOCATION To t'teooMs / V / rti; s.� ti �• yt� / I �� ti r \ •� \ 1 SEE CONSTRUCTION PLAN FOR • i ® f • LOCATION (NOTIFY TELEPHONE • ' 1 • 1 i ,�� •' '""` f • 1 �a=� 1 • EXISTING ENTRY WALKS TO REMAIN ,4►�7 \ • � �� # • 1 \ / • } •� 1 COMPANY BEFORE REMOVAL) � � PROTECT / — ` __ �z4_0 _m _—— — / • '� \ fA i4 • �. • �� - , O ECT IN PLACE \SRO / �rCc •��• 1 •04 ♦ I ol� LIMIT F N1�RK LINE00 - �.....� EXISTING PARK MONUMENT TO REMAIN I EXISTING TREES (TYP.)TO BE REMOVED - 1 • PROTECT IN PLACE STUMP GRIND AND REMOVE ALL DEBRIS ...............i�� ^�- TO SATISFACTION OF CITY INSPECTOR I • fV / /�liiiiiii iii ,iiiiiiiiiiiiiii iii i iiiiiviiiiiiiiiii •. � / \ (6 TOTAL / / z ) EXIANG CTRICAL VAULT / / ® LIMIT O WORK LINE 1 • + ` • 1 I , W PROTECT IN PLACE / f 70� _ - 5�_�.. •� �� '� FUTURE SIDEWALK PER CALTRANS ROUTE 30 PROJECT PLANS W • SAWCUT EXISTING CONCRETE FOR 1 NEW REMOVABLE STEEL BOLLARD. TEN IS COURT ACCESS NOTE: • 1 REMOVE (1) EXISTING WOOD BOLLARD AND -CONTRACTOR TO PROVIDE ACCESS TO f e �-•. � REPLACE WITH NEW STEEL BOLLARD. AWC T XISTI CONCR E (TYP.) TENNIS COURTS AT ALL TIMES DURING / E SEE CONSTRUCTION PLAN FOR DETAILS j CONSTRUCTION. ; ♦��--�•� f � � • EXI TI G LIGHT OLE AND FIXTURE �� EXISTING PARKING LIGHT FIXTURES TO BE REMOVED AND SALVAGED FOR TO REMAIN PROTECT IN PLACE EXISTING TENNIS COURTS TO RELOCATION. COORDINATE FINAL REMAIN - PROTECT IN PLACE LOCATION WITH CITY INSPECTOR 1 _ ' EXISTING CONCRETE TO BE REMOVED 4"STEEL CU w•M- I EXISTING PLAY AREA CURBING, SAND AND 1/ \ f EQUIPMENT TO BE REMOVED 1 :,,:...•�:� EXISTING TENNIS COURT �� • i!1 CHAINLINK FENCING TO f REMAIN - PROTECT IN PLACE c • i Q0' 20iD ' • j 42' rte' IV EEXXIeSATtIIN�FGII CONCRETE ►D''RAIINAGE ne TO REMAIN - PROTECT IN PLA E QAddcd 1��+►ev►�;o,�h a� �cto�: na}�cv� tnforw��{�ov� �C ,q-4 PUTUM wlKES — 11 C--4IZEEh1 Wigr tC DESCRIPTION OF REVISION DATE APPROVED GotJTtZoLLEIZ 17 MOSCAFF \ Krum* CITY of RANCHO CUCAMONGA r �- � = � � BERYL PARK EAST �* �� •* BERYL STREET NORTH F PLAN CROSS REFERENCES SHEET KEY MAP O HIGHLAND AVE. Underground Service Alert Q T10hL-NOTES. rE o F CA��E° FOR NOTES AND DETAILS, SEE SHEET L-1 A DEMOLITION PLAN Call: TOLL FREE CONTRACTOR TO REMOVE ALL EXISTING PLAY EQUIPMENT, FOR LEGENDS, SEE THIS SHEET f _ HARDSCAPE AND LANDSCAPING THAT FALL WITHIN THE NEW y' FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS S CITY ENGINEER TOT LOT CONSTRUCTION AREA. CONTRACTOR TO RETURN FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 = � C� � -8OO ALL PLAY STRUCTURES AND SITE FURNITURE TOTHE CITY OF - .� _ RCE N0. 24953 FOR CORRESPONDING GRADING PLAN SEE SHEET L 4 _! - �'. DESIGN ARCHITERRA DES( GROUP RANCHO CUCAMONGA MAINTENANCE DEPARTMENT. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-11 .� . � R R WEDDED -4 i 33 (attent� BARNES) � GD LANDSCAPE ARCHITECTURE tion JEFF �� SITE PLANNING - �`�"' F- -, 10621 CHURCH STREET, SUITE 106 SHEET TWO - DRAWN RANCHO CUCAMONGA, CA 91730 r... a..rw.w...�►�r..rr , , _ (909)484-2800 FAX MID)4842802 L-2 WORKING DAYS BEFORE YOU DIG ,..: ;.�- GD SCALE: 1"= 20' CHECKED DRAWING NO. DATE 5/21/01 RLA No. 2832 17 7 Z - L. AD006a SHEET _OF - - CONSTRUCTION LEGEND 1 BID ALTERNATE 'A' EXISTING 15' LONG GATE EXISTING RETAINING WALL 1 EXISTING PARKING LOT TO REMAIN - PROTECT IN PLACE. 1 TO BE RELOCATED i NEW BLOCK WALL 2 EXISTING CONCRETE WALKWAYS TO REMAIN - PROTECT IN PLACE. 1 TO TIE IN TO AND 1 CONNECT NEW CONCRETE WALKWAY MATCH EXISTING 3 PAINT 3" SQUARE INTERNATIONAL HANDICAP SYMBOL. SYMBOL 1 BASE BID TO EXISTING D.G. ROADWAY - KEEP WALL - FLUSH SHALL BE WHITE, BACKGROUND SHALL BE BLUE. GRADES THE SAME FOR SMOOTH TRANSITION O PAINTED HANDICAP ACCESS AISLE. ACCESSIBLE PATH OF TRAVEL 1 TRANSITION - NEW WALKWAY NOT 1 TO EXCEED 5% GRADE STRIPES SHALL BE 3'o%AT 45°AS SHOWN. STRIPES TO BE 3"WIDE. NEW ACCESSIBILITY RAMP EE DET 1 =EXISTING TO REMA[N 5 S AIL G, SHEET Lf. PROTECT IN PLACE 1 INSTALL HANDICAP AND VAN ACCESSIBLE PARKING SIGNAGE, PER DETAIL B, SHEET L-6. PLACE 1 SIGN AT EACH H/C SPACE. 1 p / , , i _ - 1 15 16 , O HANDICAP PARKING SIGNAGE TO BE PLACED AT ENTRY TO PARKING 1 1 I \ �\ ` - - , / LOT PER DETAIL C, SHEET L-6. 1 • i 1 j • rr-~�� , ' + Wim ` 8 3 1/2"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE 1 _ „+�� - / 1 • \s • 1 O PAVING WITH 12"WIDE SMOOTH TROWELED ACCENT BANDS AND DEEP SCORE JOINTS PER DETAILS D & E, SHEET L-6. L�' `;,REMOVE & ` " rI i r-` �\, \\` • ;�r 1 ',\• * / ` �� 9 1/ ' 'RELOCATE p / --r f 1 1�� r1 S'-O" 3 2"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE + • �,r :{_=Y.'�y .' rdp+ f 1 f 1 / +. 1 ,�—,r ,�j -�, PAVING WITH DEEP SCORE JOINTS, PER DETAILS D& E, SHEET L-6. row � iii itiiirfiir iii-iJv�ii]r�iiiii� / f • 1 1 �, 1 I 1 " / \ ' ��i 1 1 f r r+ �� 1 15 ��6 10 3 1/2"THICK NATURAL COLOR RETARDANT FINISH CONCRETE / f i, • I + ; �'+� J I 4 EXISTING WOOD O PAVING w/ 12"WIDE SMOOTH TROWELED �, 10 f 00 \\ r � \� rI +..r BOLLARDS TO BE SMOO O ELED ACCENT BANDS AND SAWCUT 3'x3' SCORE JOINT PATTERN PER DETAILS D & E, SHEET L-6. • / 1 '0i 1 •�. ��-r I Ir �\ REMOVED. / r ' % # 41.# • 1 / • 1 'AL A � I ; 11 1/2"THICK FULL DEPTH POLY FOAM EXPANSION JOINT PER DETAIL E, / • dp i WORK LIMIT LINE 1 1 / ®00000 AV Ir.®r Ir , r SHEET L-5. 04 0 _ + _ CONCRETE STEPS w/HANDRAIL @ EACH SIDE. SEE DETAIL F, / •�' - ---- -� ` - 01 Nk 1 SHEET L-6. f�..._ �� 1,,. ,,,,,,.. rte--��,�� - - �� r� �� +• - � / ++� --f / W 13 NEW PICNIC AREA TO MATCH EXISTING. RELOCATED TABLE, BBQ / • 1 . 1 100 EXISTING STEPS TO g'-0" AND TRASH RECEPTACLE TO MATCH EXISTING. / REMAIN TYPICAL - • #� ,\� 14 6" HIGH CONCRETE RETAINING CURB. SEE DETAIL G, SHEET L-6. 0 • / / / ® \ PROTECT IN PLACE ,� / 16 4A 8" HIGH CONCRETE RETAINING CURB. SEE DETAIL H, SHEET L-6. 00 m J / �._ r 1 ; M, f • / 1 t5 6"WIDE CONCRETE MOWCURB PER DETAIL I, SHEET L-6. Y / +� , , + _ 1 — n , O 'I , •..'fi+= ' 16 8" SLUMP BLOCK GARDEN SEATWALLS. SEE DETAIL J, SHEET L-6. L � { ' i 1 / % 1 "" 1 ' 17 4"THICK CONCRETE SUB-BASE w/6"THICK FOOTING EDGE AND ` --------- d-- +m 1 11 / ,, r: _ I".0 -6_ KEYWAY AT TOT LOTS. SATURATE &COMPACT SUBGRADE TO 90% VA 01 , > ' + "' • • • + r / 15 ; W PRIOR TO POURING. SEE DETAIL M, SHEET L-6. SEE TOT-LOT ENLARGEMENT PLAN SHEET L-4. �� + .,1 "' `, ; • 1 r' • 0" AVAILABLE FROM: COAST RECREATION - / ' W 18 "PLAYBOUND" POURED-IN-PLACE RUBBER PLAY SURFACE. FOR ADDITIONAL CALLOUTS / r� `�� s 1� 4 �:,_e� \� •• 1 ;� , i949 553 806.5 OF �-- O SILICA SAND -#16 OR EQUAL AND FREE OF ORGANIC MATTER 1 11 " « / f ,1 �� ► 1 1 • 1 1 • +-1 I • � •14-0 AND SILT. 12 -18 DEEP w/DRAINAGE. SEE DETAIL L, SHEET L-6. 01 1 �• 1 • : ; ' 4 y • 1 Par PLAY STRUCTURE (QUOTE #11977616-Rev. 1) BY LANDSCAPE / I j 1 / -' - I I __ f -w I 1 • i r 4, 11 �, —� STRUCTURES -AVAILABLE FROM COAST REC. -949 /553-8065 • / \ • ` _ rr 21 SINGLE POST SWINGS#122837D (4 SWINGS)- BY LANDSCAPE OF f` _ _ _ _ _ 1 _ _ _ l r _ �'� - f-- ��."+�+ / ` • �+ •, o STRUCTURES- AVAILABLE FROM COAST REC. -949/553-8067 O �_ r I 0 \� / ■ \ `.>F,_ ; W 22 PLAY STRUCTURE (QUOTE #1197761A-Rev. 1) BY LANDSCAPE W STRUCTURES -AVAILABLE FROM COAST REC. -949/553-8065. 1 ' 6✓ WORK LIMIT LINE r - / 1 23 ARCH SWING #100048A (2 SWINGS) BY LANDSCAPE STRUCTURES - r AREA T REM IN - ROT CTI PLACE / ' O ,' / �- - / 1 ■ b �+w O AVAILABLE FROM COAST REC. -949/553-8065 1 , ................. .....��.... ...... ................... ...... ............ ....� . 1 NEW BOLLARD - �� t7- � ■ I • � �_ 24 DRINKING FOUNTAIN - HAWS#3380- SEE DETAIL A. SHEET L-7. 15 0 / SEE DETAIL H, f 1 1 \ / 01 1 SHEET L-7 • 1 25 SEATING AREAS @ TOT LOTS w/OVERHEAD WOOD SHADE 1 / / L, 1 1 i STRUCTURES. (3 LOCATIONS) SEE DETAIL B,C, SHEET L-7. 1 : SEE TOT-LOT ENLARGEMENT PLAN SHEET L-4. `.� ri -�` 26 WOOD BENCHES PER DETAIL E, SHEET L-7. i 1 ; FOR ADDITIONAL CALLOUTS - 27 24"sq.x 30"high SLUMP BLOCK PILASTERS. SEE DETAIL D, SHEET L-7. ° -0 I • 14'-00)' 28 NEW TRASH RECEPTACLE. SEE DETAIL F, SHEET L-7. ' CM c I 1 13`6'i 29 42" HIGH REMOVABLE STEEL BOLLARD. SEE DETAIL H, SHEET L-7. \ I t 30 NEW 42" HIGH FIXED STEEL BOLLARD w/ PIPE GATES PER DETAIL G, gy m ! ; SHEET L-7. �I j / +" 1 31 EXISTING RESTROOM BUILDING WITH NEW ROOF STRUCTURE. SEE t1 16'-0" _ 37 / • r �_ ARCHITECTURAL PLANS. 32 EXISTING TELEPHONE BOOTH TO BE RELOCATED. / 15 / ,� 1 T-9 \ I 33 EXISTING PICNIC AREA TO REMAIN. PROTECT IN PLACE. 13'-6"- 34 EXISTING CONCRETE PICNIC TABLES WITH EXISTING OVERHEAD C . / - 26'-6" ! TO REMAIN. PROTECT IN PLACE. 1 15 f 13'-0" 35 EXISTING PARK FURNITURE TO REMAIN. PROTECT IN PLACE. 1 , �' 36 EXISTING BIKE RACK (RELOCATED) SIMILAR TO DETAIL 1, SHEET L-7. oF�� 37 EXISTING TENNIS COURTS TO REMAIN. PROTECT IN PLACE. 25'-6" / 1 1 • 30'-0" / • IV IV 9p AM , 1 /� / DESCRIPTION OF REVISION DATE APPROVED umb, 4 , CITY of RANCHO CUCAMONGA /t4 �.Krwnw �\ rte. 1 �0 Cl) BERYL PARKEAST 74 s � BERYL STREET NORTH OF HIGHLAND AVE. Underground Service Alert SHEET KEY MAP �'rF of ��,��" -�" OVERALL LAYOUT PLAN Call: TOLL FREE DEMOUTION MOTES. - APPROVED BY: A PPR V DATE , ��f d � - � �� CITY ENGINEER 1%�(L��i �� RCE No. 24953 F„ CONTRACTOR TO REMOVE ALL EXISTING PLAY EQUIPMENT, s 1 -800 HARDSCAPE AND LANDSCAPING THAT FALL WITHIN THE NEW `� ' :: DESIGN ARCHITERRA DESIGN GROUP TOT LOT CONSTRUCTION AREA. CONTRACTOR TO RETURN � ., = LANDSCAPE ARCHITECTURE RECOMMENDED y 1 - SITE PLANNING ` 422-4133 ALL PLAY STRUCTURES TOTHE CITY OF RANCHO CUCAMONGA 1 - 10621 CHURCH STREET, SUITE ,os T` DRAWN RANCHO CUCAMONGA, CA 91730 SHEET MAINTENANCE DEPARTMENT. (attention: JEFF BARNES) , ' _ ,.� ; .,, LH c >484-28W FAx (909)484-2802 L_3 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1"= 20' CHECKED DRAWING NO. DATE 5/21/01 RLA No. 2832 -772, -L- ADG #0064 SHEET-= OF 1 LIc�HT Po�E CONTRACTOR TO JOINT EXISTING (� I D.G. PATH. EXISTING IRRIGATION 1 3„ H v Ur1E 2' 10 T22'AND LANDSCAPE TO RE-MAIN.PROTECT IN PUCE �� t _ _24" Pz ,- 15 - - ,' `� A; EXISTING x TRASH ` ► A -- ---- ------ - --- ' -�--� 35 49'-6" �5'-9" 9 LIMIT OF WORK LINE 13 / 1 . 26 =� 9 9 ' CONSTRUCTION LEGEND 1 1 ', r 04 UGHT ST RELOCATED �( w / _ _ - _ ♦— q 16 1 t' 27 1 EXISTING PARKING LOT TO REMAIN - PROTECT IN PLACE. / -r % ' '`j EXISTING IRRIGATION tp ■ RE- • '``� b \ �/b,�,'♦ 27 AND LANDSCAPE TO AC cV 1 2 EXISTING CONCRETE WALKWAYS TO REMAIN - PROTECT IN PLACE. MAIN. PROTECT IN PLACE 4'-0" YP. 1 j 16 �,� --+,.,. I ♦♦♦ U-0- ! 3 PAINT 3" SQUARE INTERNATIONAL HANDICAP SYMBOL. SYMBOL r , \TYP. / // -- y�. \♦ 1 SHALL BE WHITE, BACKGROUND SHALL BE BLUE. r 8 / 25 ''♦♦i • q " " t5 1 + -- 6 4O PAINTED HANDICAP ACCESS AISLE. ACCESSIBLE PATH OF TRAVEL / ♦, 18-6 9-0 18-6 16-0 T-0 12'-0" STRIPES SHALL BE 3'o!c AT 45' AS SHOWN. STRIPES TO BE 3" WIDE. i ♦i 5'-3" 15'-6" �+ 1 / / a '♦i, N ; 5 NEW ACCESSIBILITY RAMP AND LOADING AREA. SEE DETAIL G. SHEET L-6 - 16 ♦♦♦ 27 24 28 8 2 A i 4 ' ♦ .I , '=M 6 INSTALL HANDICAP AND VAN ACCESSIBLE PARKING SIGNAGE, PER �� r ♦iii iiiiiii ,iiiiiii i iiiiiii iii iiiiiiiii iiiiiii iiiiiiiiiiiiii iiiii iiiiiiiiii iiiiiiii iiiiiiiiiiiiiiiiiiiii hili.-1 4 _ilii-/ -- iii i DETAIL B, SHEET L-6. PLACE 1 SIGN AT EACH H/C SPACE. 00 Gn' - / �� 10 11 LI IT OF WORK LINE / s'-0 / / ,`� �V v 10 1 - ❑ O HANDICAP PARKING SIGNAGE TO BE PLACED AT ENTRY TO PARKING 01 34 j < >>, y, LOT PER DETAIL C, SHEET L-6. 60 yI00 / b O 3 1/2"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE a • - �/- - PAVING WITH 12"WIDE SMOOTH TROWELED ACCENT BANDS AND r, ii; DEEP SCORE JOINTS PER DETAILS D & E, SHEET L-6. , , ^ ------ - / 00 01 ' i 18 7 >� � 8 -__ ,, 10 27 i ( --------- % 9 3 1/2"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE / I 5.5 r y ,� .\ _- _ 46 / PAVING WITH DEEP SCORE JOINTS, PER DETAILS D& E, SHEET L-6. r r ` - 3 1/2"THICK NATURAL COLOR RETARDANT FINISH CONCRETE 00 I �q I Q� I 5 PAVING w/ 12"WIDE SMOOTH TROWELED ACCENT BANDS AND 01 / t _ L _ I - ' 00 j,4 SAWCUT 3'x3' SCORE JOINT PATTERN PER DETAILS D b E, SHEET L-6. 10 a = K I �� K O ' /10 00 1 / 0 11 1/2"THICK FULL DEPTH POLY FOAM EXPANSION JOINT PER DETAIL E, r 25 10 �. q r 1 / / SHEET L-5. / s f. , Al s tL / / / / �iy �_ := .. • / ,-�� 0000 t2 CONCRETE STEPS w/HANDRAIL C EACH SIDE. SEE DETAILS A, F, Z 26 i __ ♦ 8 , 16 8 31 12'-3w Q N7 SHEET L-6. _ r 17 ; v y4, i a / J / 11 32 13 NEW PICNIC AREA TO MATCH EXISTING. RELOCATED TABLE, BBQ Y 0 ` 8'r ,� 19 4'-0w w I L(D O AND TRASH RECEPTACLE TO MATCH EXISTING. r i 26'-0" -^1 23'-9" 1 T-9" '-3" 12'-6" 4'-0" 16'-0" '-0" 4'-0 4'-0" t° 5(' r ',- - p O --; %11 ` � 4 / 1 1 1 14 66 HIGH CONCRETE RETAINING CURB. SEE DETAIL G, SHEET L-G. nuc i h u- \ - v�RI i % 1 6 4A 8"WIDE CONCRETE RETAINING CURB. SEE DETAIL H, SHEET L-6. A01 EXISTING — . ' �� ` EXISTING BLDG. / 1 / �- _-_ .q 4 ___-� �? / 1 15 6"WIDE CONCRETE MOWCURB PER DETAIL I, SHEET L-6. H r 1z, 18 10 25 .A ; —� .il;rZ�z N r 1 16 17M 1 - 8 w`'`" 16 18"SLUMP BLOCK GARDEN SEATWALLS. SEE DETAIL J, SHEET L-6. / �v�2, � r' % 1 17 4"THICK CONCRETE SUB-BASE w/8"THICK FOOTING EDGE AND �--- --- -----♦ r 1 KEYWAY AT TOT LOTS. SATURATE 8 COMPACT SUBGRADE TO 90% 36 / / 1 PRIOR TO POURING. SEE DETAILS L A M, SHEET L-6. 01 1 2 18 "PLAYBOUND" POURED-IN-PLACE RUBBER PLAY SURFACE. 12 •(. 10 26 N / 1 AVAILABLE FROM: COAST RECREATION -949/553-8065 01 / A 19 SILICA SAND -#116 OR EQUAL AND FREE OF ORGANIC MATTER N 21 �.� h 8 / 18 17 O ��. ` , ` = __ AND SILT. 12"-18"DEEP w/DRAINAGE. SEE DETAIL L, SHEET L-6. ` 4'-0" YP. 1 O PLAY STRUCTURE (QUOTE #11197761 B-Rev. 1) BY LANDSCAPE I 1 ` 18 `` � w- ! p �ry 16 / 1 1 STRUCTURES-AVAILABLE FROM COAST REC. -949/553-8065 m + Q SINGLE POST SWINGS#1122837D (4 SWINGS)- BY LANDSCAPE r / v y I r , / 1 STRUCTURES- AVAILABLE FROM COAST REC. -949/553-8067 w r 19 - 26 I 23 ,- C4 15 / 1 -�. PLAY STRUCTURE (QUOTE#11197761A-Rev. 1) BY LANDSCAPE / - � o ' s' r 1 1 O STRUCTURES-AVAILABLE FROM COAST REC. -949/553-8065. / q 16 14 17 a ;.;1, 16 1 ` I _ -- 1 O ARCH SWING ;9�100048A (2 SWINGS) BY LANDSCAPE STRUCTURES - �'` r 1 AVAILABLE FROM COAST REC. -949/553-8065 r 1 9.5 r. ``27 16 , - 17 1 17 , `'!A 28 15 iv / - 24 DRINKING FOUNTAIN -HAWS#13380- SEE DETAIL A, SHEET L-7. — ` — — — — co .,..•.-.•...,. 25 SEATING AREAS @ TOT LOTS w/OVERHEAD WOOD SHADE r I in % -- �? - STRUCTURES. (3 LOCATIONS) SEE DETAIL B,C, SHEET L-7. / , \ i AE�OCATED / ` r _ _ Pu�4 ixX / '-6" '-6" _,.��« 4' 6" n.-Ow w w LIGHT ST AND w l w i w t U rt.'.'1'r.,,<� P��•Y i��(-iry `\ 20-0 T-0 -9 11 -0 5'-0 3-6 1 T _ 9-6 q / i 26 WOOD BENCHES PER DETAIL E, SHEET L-7. i� / -- - - - - - - - - - - - - - - - - - - - - - - ` 27 r y� ' 27 24"sq.x 30"high SLUMP BLOCK PILASTERS. SEE DETAIL D. SHEET L-7. 01 1 1 28 NEW TRASH RECEPTACLE. SEE DETAIL F, SHEET L-7. o O 16 r 1 • 1 29 42"HIGH REMOVABLE BOLLARD. SEE DETAIL H, SHEET L-7. 00 LIMIT OF W(;RK LINE / y` U) - / 0 1 30 NEW 42" HIGH FIXED BOLLARD w/PIPE GATES PER DETAIL G, 01 9 % 35 35 2 ; 1 1 1 SHEET L-7. O EXISTING RESTROOM BUILDING WITH NEW ROOF STRUCTURE. SEE ��♦iiiiiiiiiiiiiiiiii��iiiiiiiiiiiiiiiiiiiiiii�iii�ii��i��iiii / 1 1 ARCHITECTURAL PLANS, SHEETS A-1, A-2. 01 12 10 9 2 I 37 LIMIT OF WORK LINE 1 • 1 30 00 $0 Pu L.L. 13OX ` 32 EXISTING TELEPHONE BOOTH TO BE RELOCATED. r , BID ALTERNATE 'A, I 1 33 EXISTING PICNIC AREA TO REMAIN. PROTECT IN PLACE. ii0000,0iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiio00000iiiiiiiii� `-----J 34 EXISTING CONCRETE PICNIC TABLES WITH EXISTING OVERHEAD TO REMAIN. PROTECT IN PLACE- 35 EXISTING PARK FURNITURE TO REMAIN. PROTECT IN PLACE. BASE B t D 3s EXISTING BIKE RACK(RELOCATED) SIMILAR TO DETAIL I, SHEET L-7. NOTES SURFACING LEGEND: 37 EXISTING TENNIS COURTS TO REMAIN. PROTECT IN PLACE. 1. PRIOR TO ORDERING OR CONSTRUCTION OF PLAY EQUIPMENT, CONTRACTOR TO REVIEW EQUIPMENT SOLID TERRA COTTA SPECS WITH MANUFACTURERS REPRESENTATIVE (RUBBER SURFACING) TO INSURE THAT ALL EQUIPMENT MEETS CURRENT added L_;c�;vl rv)�r�,�;on 131OC-� „�rak„ to INDUSTRY STANDARDS, REGULATIONS AND lO Re Stroow) , I2el��are�i g;vce tZ��K SPECIFICATIONS. , , , . . . . . , DESCRIPTION OF REVISION SOLID TEAL DATE JAPPROVED 2. ALLOW 6-8 WEEK DELIVERY. CONTRACTOR SHALL " ' ' ' ' ' ' ' -- (RUBBER SURFACING) ��o S m CITY o f RANCHO CUCAMONGA VERIFY MANUFACTURERS REPRESENTATIVE TO o Krwnw. �9 INSURE DELIVER PROCESS. �r� �a� �0• cs, 4Q 3. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA: SIZE, MIN. 18" DEEP SILICA SANDr�,;, �- g PARKAS'T ORIENTATION AND LOCATIONS OF ALL EXISTING #16 OR EQUAL FREE OF -_ �- UTILITIES, EQUIPMENT AND SITE FURNISHINGS, PRIOR SILTS 8 ORGANIC MATTER. �� ""!"�'�"-�� ,, BERYL STREET NORTH OF HIGHLAND AVE. TO ORDERING. AVAILABLE FROM: Fbaft MCCLINTON MATERIALS OF CA�i Underground Service Alert TEL: (909) 735-9200 - TOT LOT LAYOUT PLAN TOT LOT SURFACING NOTES: 1. TO INSURE PRODUCT WARRANTY, CONTRACTOR IS TO RUBBER SURFACING TO BE "PLAYBOUND" ., APPROVED BY: DATE J �� (Q� Cali.- TOLL FREE PREP AND INSTALL SURFACING PER MANUFACTURERS POURED-IN-PLACE SURFACING SYSTEM `I i OVER CONCRETE BASE - PLAYBOUND I T Y ENGINEER �� i �� RCE N o .24953 SPECIFICATIONS. SURFACE AVAILABLE FROM: `� COAST RECREATION, INC. DESIGN PECC1�11 &N1:) D ARCHITERRA DE GN GROUP �� 2. A MANUFACTURERS REP. IS TO BE PRESENT DURING NEWPORT BEACH, CA. 92660 LH LANDSCAPE ARCHITECTURE �, s +�NI� SITE PLANNING 422-4133 INSTALLATION TO INSURE UNIFORMITY. 714 / 553-8065 attention: GREGG ROGERS DRAWN 10621 CHURCH STREET,SUITE los SHEET RANCHO CUCAMONGA,CA 91730 L�� SCALE: 1"= 10' LH (909)464-2800 FAX: (909)484-2802 TWO WORKING DAYS BEFORE YOU DIG CHECKED DRAWING NO. DATE 5/21/01 RLA No. 2832 -72 - ADG #0064 SHEET OF 1— v) 1 GRADING NOTES: 1 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA GRADING CODE AND ANY SPECIAL REQUIREMENTS OF THE GRADING PERMIT. 1 1 2. SLOPES SHALL BE NO STEEPER THAN 2' HORIZONTAL TO V VERTICAL(2:1)AND !� SHALL HAVE NOT LESS THAN 90%COMPACTION OUT TO THEIR FINISH SURFACES. 1 1 3. ALL DRAIN LINES SHALL BE A MINIMUM 3'DIAMETER,AND HAVE A 1%MINIMUM 1 ON ON WE HIM SIR�11111 FALL DRAIN LINES SHALL BE INSTALLED WITH CLEAN-OUTS EVERY 100 FT. PER CODE. CORE CURBS 1/2'DIAMETER LARGER THAN PIPE O.D. 1 1 1 1 4. ALL CATCH BASINS AND DRAINS SHALL BE AS NOTED AND SET FLUSH WITH 1 J�yQ� 1 J�yQ�7 1 , PROPOSED FINISH SURFACE OR PROPOSED FINISH GRADES,AND SHALL BE _ 1 CLEANED OF ALL DEBRIS AT COMPLETION OF INSTALLATION. L / 1 5. DRAINLINE LAYOUT IS DIAGRAMMATIC. 1 CUT SLOPE �1= 6. CONTRACTOR SHALL COORDINATE DRAINUNE LOCATIONS SO AS NOT TO EXISTING IRRIGATION �� CONFLICT WITH TREE INSTALLATIONS. 1 BACK 4 4:1 AND LANDSCAPE TO RE- ' r�� ` (TYPICAL) MAIN. PROTECT IN PLACE , , 7. ALL PAVED AREAS SHALL SLOPE AWAY FROM BUILDINGS AND STRUCTURES 01 # ,�G WITH A 1%MINIMUM FALL PLANTED AREAS SHALL HAVE A MINIMUM 2%FALL r� 'moi, GRADE AROUND TREE TO 1 `a° '� G -� REMAIN THE SAME ® TRUNK 1 '"'/ 8. FINISH GRADE SHALL BE ONE INCH BELOW FINISH SURFACE OF SIDEWALKS, EXISTING IRRIGATION / `. �° �� 12"x 12 64.TCI" e+o,61N ,� -; 11/ G j CURBS,OR PAVED AREAS(UNLESS SHOWN OTHERWISE) AND LANDSCAPE TO FIE- / / '� �It �I '� P MAIN.PROTECT IN PLACE � ( �i� � 1 �;� Q0 j 9. FINISH GRADE SHALL HAVE A UNIFORM SURFACE, FREE FROM ALL DEPRESSIONS LI IT OF WORK LINE �,� / AND ALL OBJECTS THAL MAY BE A HINDRANCE TO CONSTRUCTION,PLANTING OR iiiiiiiii ii iii ii ii AF Ir iii iii iiiiiiiiiiiiiiiiiiiiiiiiiiii� 4M rO j MAINTENANCE OPERATIONS. F '�' _ r— ), 65.22 FS /1 ; 10. ALL AREAS ARE TO BE FREE OF ROCK,DEBRIS,ETC. ALL EXISTING VEGETATIVE i t% �� c�� eb E1x r-----------, �.�/ 1 GROWTH OF WEEDS SHALL BE REMOVED. _Z F5 , h� t3LOct< Is go qb �. go --- 0a �� wsa� --'ti f-� -- / 11. INSTALL ALL STEPS WITH A MINIMUM 1%WASH. CONTRACTOR MAY RAMP J / �� i� t _ go PAVING AWAY FROM TOP AND BOTTOM RISERS AS NECESSARY AT MAXIMUM Y / �, c�P �, b m,° , b ^� /, / 3X, MINIMUM 1%FALL 00 / ♦ 6 e ° ' t, '�� / 12. DIRT AND DEBRIS TRACKED ONTO EXISTING STREETS SHALL BE REMOVED r, I �- FROM STREETS ON DAILY BASIS AND AT COMPLETION OF CONSTRUCTION. -- -� /1 , 0110 00 UU _j 10 LGRADING LEGEND ,x ---- 00 ; G G , / . �C b EXISTING IRRIGATION 100 Uj J ` ♦ �,% �� 1h AND LANDSCAPE TO FIE- / / ,CTS T �� 3' e� MAIN. PROTECT IN PLACE /t �` `- EXISTING ROUGH GRADED CONTOUR LME 00 % ,6 a °ter ` E2 7x /1 �,. P / ,, c �j / �j �� / �I� �� PROPOSED FINE GRADED CONTOUR LITE / - ti �' -• a• NEW DRAINLINE / V� , / -i' �I ♦ OQ 00 ' FLOW LME/SLOPE DIRECTION WITH PERCENTAGE N>sw LO� ' d`' h r�; r TIED IN TO EXISTING i1 1 J `�, - EXISTING GRADES PER ENGINEERS PLANS / / 1 4.9%_ �C5 P\ - - - ` - - - - - - - �. jr � NEW FINISH GRADES / - , Uj ' bj m SYMBOL MAKE kMt NO. DES K 00 w LIMP F WORK L Mid 1 LIMIT OF WORK LINE 00 �, • NDS #90 OR #50 Blaac 6"atrium grace or green 6"round grace. -' L — ►. +��r.� 1 5 '01 5 Install per detail. �( /iiiiii�'J►ii�ii iiiiii iiiiiiii iii iii iiiiii iiiiiiiiiiiiiiiiii ' " / / g1 ■ �- NDS 09108 4 tee wRfi 4"Brass cap drain inlet. / �� _ ■ NDS #1200 A 01212 12"Square plastic catch basin with green N / iiiii7iii iiiiil plastic grate. BASE BID Pot drains see pot installation Detail JZ, > r Sheet 1�5. 1 i a 4"dia. ABS ASTM 2752 SDR-35 drain pipe. 4 Install in trenches with inverts indicated on BID ALTERNATE W W plan. Pipe Per Civic Engineer's Plan GRADING ABBREVIATIONS: / AREA DRAIN A.D. O.C. ON CENTER / B.S. BOTTOM OF STEP P.A. PLANTING j B.W. R. RADIUS BOTTOM OF WALL C.L. CENTER LINE S.O. SQUARE � E.J. ION JOINT T.C. TOP OF CURB EXPANSION/ �, ...... - _ _ _. - _... ..; E.O. E T.G. TOP OF GRATE/CATCH BASIN QUAL F.F. FINISH FLOOR ELEVATION ..�-R. TOP OF GUARDRAIU HANDRAIL / F.G. FINISHED GRADE T.F. TOP OF FENCE F.L. FLOW LINE T.O.C. TOP OF COPING / I F.S. FINISHED SURFACE f.O.F. TOP OF FOOTING H.P.T. HIGH POINT TOP OF PILASTER INV. INVERT T.S. TOP OF STEP N.I.C. NOT IN CONTRACT T.W. TOP OF WALL TYP. TYPICAL dp / /� _ �.o.,dJNy-t•ed �ra�es c-�nd ceded Lack-c1� F3a✓�v1 DESCRIPTION OF REVISION DATE APPROVED Sc"pF CITY of RANCHO CUCAMONGA Knxnw��9�,. 1 i 2 q4, i U ��• tJW n A SERYL PARC EAST BERYL STREET NORTH OF HIGHLAND AVE. Underground Service Alert SHEET KEY MAP 'TF OF CAS Q 9 TOT LOT GRADING - - - - - - - - Call: TOLL FREE APPROVED BY: DATE �r CITY ENGINEER 6-&m �,C� RCE No. 24953 1 -80011-V Z ARCHITERRA SIGN GROUP w - _ DESIGNRECUNVEMID LH LANDSCAPE ARCHITECTURE SITE PLANNING or TE 106 422-4133 - DRAWN RANCHOCUCAMONGA, CARCH STREET, 191730 SHEET TWO WORKING A LH (909)484-2800 FAX (909)484-2802 L-5 O G D YS BEFORE YOU DIG - —----,-- SCALE: 1"= 20' CHECKED DRAWING NO. DATE 5n101 RLA No. 2832 1-7 7 Z-L_ ADIS #0064 SHEET —_ OF –1 1 1 1 2 3 4 2 1 er a 5 1 2 3 1r 7 D 0 • SEE GRAD 1 rTUW 5 V 5 PLAN 2 r o.c a 2 B WATERPROOF EXPANSION JOINT COLD JOINT LEGEND: 3 1. 1?•RADIUS AT ALL EDGES 1 2 4 1 2 \ V SPACE 2. NATURAL COLOR/CONCRETE PAVING. RESERVED FOR SEE BELOW FOR FINISH TREATMENT. J EQ. EO. HANDICFACIUTIE 3. OOWACT EARTH TO 90%RELATIVE COMPACTION UNDER PAVEMENT. • G / I IN THIS PARKING LOT 1 A4" 5 G 4 -' INTERNATIONAL SYMBOL FOR NOTE: CONTRACTOR SHALL POUR AND FINISH A 7X2'SQUARE SAMPLE OF EACH TYPE OF FINISH ACCESSIBILITY FOR APPROVAL BY CITY INSPECTOR AND OR LAND.ARCH. 5 12" UNAUTHORIZED EXPANSION JOINT 1 SCORE JOINT VEHINOT 1 LEGEND. 7 DISTINGUISHING LICENSE 17'X22"REFLECTORIZED SIGN PLA'JR PLACARDS ISSUED a` 1. 1/2"RADIUS ON ALL STEP EDGES. OF PORCELAIN ON STEEL MOUNTED PHYSICALLY DISABLED LEGEND: - LEC3END: �� ON A 3"DIA.GALV.STEEL POLE SET IN PERSMAY BE TOWED '- 1.MEDIUM BROOM 116" 2. NOSE REBAR. A CONCRETE FOOTING. BOTTOM OF AT THE OWNER'S � 5 1. GALVANIZED POST CAP. SIGN SHALL BE MOUNTED AT 80" ___-___- 1. MEDIUM BROOM - \1 V 1 � _ „ �\l y�.- 1-1rr 2 S' i C 1.170D WASTE eM IR•IMS SUPPLv rt01y °� Qpm r�" r-sA lot ter IN i::F=11611�QfRAI1"E 24• 3n, AND VALVE WNFBUNCE 01 101 • ` i� 1 www iTRAN1ER ISKlIKIE 2 2 � _ - \�` J x I"DF POSTLEGEND: r 1 . /" . CHAMFER TOP OF POST 1"AT 45w LEGEND -- 34•1 a' Y '� 1. MEDIUM IRON SPOT 12"WIDE FIRED Kew. c - - ATTENTIOh Mwi'TN1ER IWPO/CT ANT READ TNS - OwwgwsrAu.Arar.OF r)wSFOLWrAM.WAKE T. 1�9�J 2. 3"x 10"ROUGH DF DOUBLE GRAB BEAM. RECESS 12"INTO POST AND MANUFACTURE OR CONTRACTOR TO f1MlE NJ WL LAW AND LME FRON VALVE �inwi 1.1rr o o b �J CONNECT TO POST WITH 2- 12"dM.x 12"long GALVANIZED BOLTS � v TOw Oka DOES NOT KIM ALLD111 EXTRA TAILMIEC 4 CHAMFER ENDS 1"AT 45". 5 8 > B-1AfT SAMPLES FOR APPROVAL Kiu►rLIEo1 2 8 x 6 x 16 SLIIAPED BLOCK PILASTER SLACK FOR FRONT KATE REMOVAL AND VALVE T- TO MATCH ExISTMIG-GROUT 90L1D SCREWORIVER ST -� AODM O Iw►KIEoI 3. 3"x 6"ROUGH DF TRELLIS MEMBERS. CONNECT TO BEAM HATH ,R "�•y,p,p„ALTS CLEARANCE I rr WS SUML � 3/8"dia.x 9"bnq GALV. LAG INTO EACH BEAM \ v 6 MEMBER. CU?I"RADIUS AT EACH END. SCREWS W!FLJ1T WASHER. 1 rr j 1 ` L'' // \ W' 3. 214 VEiiTK:AL RESAR 24'ok. T LM r �- 4. N REBAR-THE INTO WALL ROOTING K� r �7 Tiler RECESS 4. 2"x 10"ROM.COLLAR AT BOTTOM OF POST. 45'CHAMFER AT TOP. WHEREAPPLICABLE. LEGEND: o -TE CAPSLUMPED BLOCK r 1 i 1 r S. SEE DETAIL.D THIS SHEET. wBLOCK AND NGROUT COLORS TO MATCH ,ia„ • •, I F1�1i�� EXISTING. \ 4 PLACE CONCRE 5. � 7. 3 1�"1j111C1(CONCRETE PAVING MN 1 1 • .. C - o �` w w 0woo"^"'o'mPLAN p FII FVATION SECTION �' l CONCRETE �' I. FINISH GRADE/SURFACE. �_ g 7 Sl1B(iRADET090' COMPACTION 2. SCREW 3/8 dia. x 5 long GALVANIZED LAG BOLT(w/GALV. WASHER) INTO PRE-DRILLED LEG OF OUTDOOR FURNITURE TO BE SECURED. PERCh `CWALLioin° PLAW RAOVaE 1 r • job7. SUBGRADE COMPACTED TO 9^MIN. wloT �Lw1ERS S. CONCRETE PAYING w/POLY-FOAM NOTE: 8. 1R"POLY FOAM EXPANDING JOINT ON ALL SIDES OF COLUMNS. in 7 EXPAMONJOINT AGAINST WALL 3. DRILL 2"dia. x 2 1/2"dSONNEBORN ADHESIVE eep HOLE INTO CONCRETE PAVING - FILL C •-... X279-SPA29 -AVAILABLE FROM WHITE CAP NOTE: CONTRACTOR TO PLUMB AND LEVEL FOUNTAIN DURING INSTALLATION AS PER �. PAINT ALL WOOD MEMBERS TO MATCH EXISTING BWLDING TRIM. 9. MED�I PON SPOT Ur WIDE RRED MANUFACTURE OR CONTRACTOR TO I -800/944-8322 - INSTALL LAG BOLT w/WASHER INTO WET ADHESIVE MANUFACTURERIS SPECIFICATIONS AND LOCAL CODE. Sue MITSAMPLEs FOR APPROVAL AND SUPPORT BENCH UNTIL SET SOLID (APPROX. 24 HRS.) � WOOD OVERHEAD OVERHEAD LEGEND y' SLUMPED WALL PILASTER , PARK BENCHES HAWS DRINKING FOUNTAIN WOOD 4 SCALE: N.T.S. SCALE: N.T.S. SCALE- N.T.S. SCALE- N.T.S. SCALE. N.T.S. 5 1 1 1 IF:G@O: LEGEND 1. r DU.SCH.40 GALVANIZED STEEL PIPE,FILLED WICONCAETE, PAINTED RED. 1. r DIA.SCH.10 GALVANIZED STEEL PIPE PAINTED YELLOW. 2 FM GRADE. 2 FINISH GRADE. 22" 3. 12"90.CONCRETE FOOTING.22" 3. 12'80.CONCRETE FOOTMKi. 41 1 4 4. NATIVE 901L 4. NATIVE 901L R � 2 1 5. 4"DIA.SLEEVE KAP. W \ 2 2 I O 6. LOCKING HASP. M o _ V6 a. . o. . o. 4 3 \ a 3 3ilk •' 3 4 � o 4 1r 1r LEGEND: 2 4 5 1. LOOP STYLE BIKE RACK w/FLANGES FOR MOUNTING- J MOUNT PER MANUFACTURERS SPECS-COLOR PER OWNER. LEGEND: t. BRONZE ANODIZED ALLMMNIUM LID WITH CHAIN CONNECTION LANDSCAPE STRUCTURES. MODEL# 10 TO INSIDE OF RECEPTACLE FROM COAST RECREATION(714)553-8086.65. AVAILABLE 2. 22"DIA.x 36"HIGH PRECAST CONCRETE TRASH RECEPTACLE WITH LIGHT SANDBLAST FINISH-MODEL 1S-TR-D-S-I-ISE-UD-BRONZE 2. DEEPENED FOOTING IN SLAB� AREA OF MOUNTING WITH MADE BY DURA ART FINIS 9 MODEL LOCK NOTE :CONTRACTOR TO SUPPLY MASTER LOCKS 3. CONTRACTOR TO BOLT TRASH ENCLOSURE TO CONCRTE SLAB USING MODEL#5-A363 KEYED ALIKE FOR BOLLARDS. 3. swx COMPACTED SUBGRADE 306"LAG BOLT AND HAD SHIELDS AT(3)LOCATIONS. 4. SECURE TO CONCRETE WITH 4-SINS"dia. BOLTS WITH 4. CONCRETE SLAB LEAD SHIELDS. CUT OFF EXCESS BOLT THREADS AND MASH 5. COMPACTED SUBGRIIDE. ENDS TO PREVENT REMOVAL. cu» TRASH RECEPTACLES FIXED STEEL BOLLARDS REMOVABLE STEEL BOLLARDS BIKE RACK w1Y SCALE: N.T.S. SCALE- N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA _ BERYL PARK EAST BERYL STREET NORTH OF HIGHLAND AVE. - AIL NpSCApE CONSTRUCTION DETAILS APPROVED BY: - DATE . did/ 44 m, -a ctCITY ENGINEER RCE No. 24953 �� Ccee� .IIw111, RCHITERRA DESIGN GROUP . u _ y * _ w •,2 * DESIGNED LANDSCAPE ARCHITECTURE MELDED Ll AU SITE NNIN 10621 CHURL SLTREET,SUITE 106 RANCHO CUCAMONGA,CA 91730 SHEET I'll, SCALE:SCALE: SCALE: 7th, �oQ DRAWN WO)484-2WO FAX: (9091484-2802 L-7 SCALE: 0 F CIw�\ LH/GD CHECKED DRAWING NO. DATE 5/21/01 RLA No. 2832 ) ? '7 Z - L-. ADG #0064 SHEET �_ OF 13� \I V °) � ,� - - -,� - - - - - W_- IRRIGATION- - ,� - - -,� - - - �,r- - - -,� - - � - - - - - - - - - - - - - - - - _ t IRRIGATION LEGEND 3W !3W $Y>?d MANUFACTURER MODEL NUMBER DESCg►PTION RADIUS G,P•M, PJ, W W 1 112" i LL RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 B I D ALTERNATE 1 A o RAINBIRD 1812-SAM-PBS-5H - 5 POP-UP-SPRAY HEAD 5' .20 30 11J � RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 30 W • - V RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 3/4" 3AC Y Y Y Y IIL RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 11A4* I 11W I sl" I 3� rY t 1 �� # • RAINBIRD 1812-SAM-PRS BH POP-UP-SPRAY HEAD 8' 50 30 r , Q , 112 A-24 ,� A-Zz A-22 11N A-21 A- A-19 A-19 r A-17 ," 1 I t" 11/4- 1 Qwas AM 4 MW - ON - - - - - _ . - 4" - - - - - - � 1 1 Mae _ .- 2„-. �. �, 1 X RAINBIRD 1812-SAM-PRS-BF POP-UP-SPRAY HEAD 8' 1.00 30 W r r rt!4" 1" \�11 N" 11 — „ �_ _ �'mean�.r,,. 3!4"i. N +� l7 w r 2- 1 112„ -t-- �- _ _ -�••• -� t" ` 7 "� RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 8' 70 30 Zdo 3µ 112" 11K - - - �" s 1 D '12" 0- --0 O 0-- -0� e e t 1� llµ" � �` 1 -- 1 4~ 4 1„ W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' 40 30 (_, 1 •� 11i4" 1 e e 1" K\" _ -3 Q3µ ~ �" ;A„ O.,,. i(�,- V RAINBIRD 1812-SAM-PRS-IOH POP-UP-SPRAY HEAD 10' .80 30 4111P 1 dow '\ w - a/a ♦ RAINBIRD 1812 SAM-PRS IOF POP-UP-SPRAY HEAD 10' 1.60 30 0- ;--0 O-�O 1 " c ' RAINBIRD 1812-SAWPRS-I0VAN POP-UP-SPRAY HEAD 10' .80 30 M i�,Y Qv y�,�• C •` /, / , 1 ti , �i ! \ ® O 3µ" �" 1 1" 2" A-1t 11 '`i J ' 111 I v1812-SAM-PRS-12Q • LLJ 0- O /4" r _ I 1 RAINBIRD POP-UP-SPRAY HEAD 12' .70 30 '3I4' - / Z al+�r' �i 11/4 8 -E� 6 9 "v ili I ..t ° •• ` J ` ? -��i p R 11 i l '� 3H i I ilI �' I!; RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 11/4" CAP MAINLINE FOR ` / / N i FUTURE CONNECTION l / / 111 / / I N O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 1" ill �, j, �, 1" , ♦ Cr :• ` �� / O 3µF9,. ,„ r 0 - - - 3K" RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 ,� . / µ /4 • j .. :' �. ""` '"' "" '""'""" "' :t j i % 3/4~ 3µ" ,msµ`` µ + RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' 90 30 In Z=m H / I/2..M-L. _ I I CO IDUIT NOTE SEE BELOW. -----------' / ? / I 3H4 1 l I RAINBIRD 1812-SAM-PRS-ISH POP-UP-SPRAY HEAD 15' 1.90 30 / r---- -- -� ■ 'ori / �� I tt/4" �µ.. µ., r --i �-� _/ � A RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 �" 4314" a I ^r 1 1 s , 1" \ J } Y x'_3µ• 13 i r 3 / ' I ' I �� RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' 90 30 / �; \ , t - / - °' 3l4" I ' =- I 1 A B C z x 1 i ® ® i xr �/AG -" / / 1 f T 1 C i 1 / a�1.00 � 1 �' t of flQIQB , r� I► _ / ' / 3µ- / I r- HUNTER PGP-ADJ-XX TURF STREAM ROTOR 22'-29' 70 50 / �/!! 3 3/4" gest ® ® 1 I. I �/aY ° / -4 , y / �- 3µ` i ii////i 1 '� Y HUNTER PGP-ADJ-XX TURF STREAM ROTOR 26'-34' 1.60 50 x , BASE BID ' / : �. ,� _ . ' --� 4 14- ; i` EXlsntyo VALVES 1• -•i •�•) ♦ HUNTER PGP-ADJ-XX TURF STREAM ROTOR 29'-38' 2.00 50 10 I � , / TO REMAIN A 11/4" 1 L---------- / i 11N° •C-i �� ( HUNTER 1-60-ADS-)(X TURF STREAM ROTOR 44'-58' 12.10 50 `;;:::_::. NEW CK COUPLER i t2- f O HUNTER I.60-36S-XX TURF STREAM ROTOR 48'-64 19.10 50 CONTRACTOR TO ADJUST EXISTING HEADS AND LATERALS OAC " --t--O 3µ" p w NOTES: WITHIN THE SHADED CONSTRUCTION AREA. EXISTING , tt2- �� , 1 I '�3/^~ I `- TURF AREA TO ACCOMMODATE NEW CONSTRUCTION / µ" 1" (SHIFTS IN SIDEWALK AND EDGE OF TOT LOT). , 1 1 1< 1 �,� M 1 CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100" r COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL L', SHEET L-1 t. �••� �'~ � � tp y 112" O O O fl � V. 3µ j 314 1 1 µ" /� µ" V)2• ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6"POP-UPS. USE RAINBIRD 18M BODIES. UIQ ESS j 1 , 11/4 1 3/4" 3µ• i /....: Y., ♦ ♦ \ ..+ OTHERWISE NOTED. i / 314~ 3!4" r 1 I 3. d 1 O r ( I 1111 I 1µ" 1114" _ LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSiTE PRIOR TO START OF CONSTRUCTION. / - /4" I ; CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE W � ' I A-t A-11 1 /4 1 �!_. K` r ;; I I ill FOR REPAIRING ANY IRRIGATION LINES/SPRIWLER HEADS 3 EXISTING LANDSCAPE AREAS THAT ARE DAMAGED t 1/4" _ „ 1 t2" r I 3/4' r•i� DURING CONSTRUCTION ____ " ______N_N _ W � 1.. � C-S— 3/4" 1" � � 3�1 1" 1" 3!4" � ` -11/4" 11/4" r t" ! I I 3/4;h`� /4 � , 1 - - -�— �� t p 0 l= -� �� I I , M E0111PMENT U)'/^� 3l4' ' r 112" r • ! `� , 1 1 l4" W , • /' I I I r"_ _________NM _____N�__ __ 4° ____ NEW 4"YAMILIME _______ __ ____ 1/1 11 W j 1 x /,' '1"r A-12 C� \� A_13 �c�s 3!4" 212" D (2)2"WATER METER, (1 EXISTING)(1 NEW) 3/4", A- 4 A-1s 3µ" A-2 l µ� "i t/a4 OWNER TO PAY ALL FEES& PERMITS. 3/4"liter// I — " 1�� — — — — — — — — — — — — — — — — — — — 11/4 �" Aa ® � ! 3/4" i J' , I1µ" H WATTS 403-RT-RW UNE-SIZE GATE VALVE Q MAINLINE NOTE: l3µ"1 ��- 3�4 ....... ./ �.. . it " - - - - - - 1" - �" - - - - �" 3 - - - - - - • I„2” l i, /a I CONTRACTOR TO INSTALL NEW 4"MAINLINE FROM MIT OF WORK LINE/ •///��////r '- " ////� ////00��O�/0 0�� w 0��„� 0�O�� /��//�////�� • ” NEW GATE VALVE TO CAPPED END ONLY.CONTRACTOR - / / i ° 212" t t 3µI / / IMIT OF WORK LINE I 1 A-1 I1µ"♦ J ( WILKENS 500 SERIES 3"PRESSURE REGULATOR e� N TO INSTALL AN ADDITIONAL 15 WIRES AND ONE COMMON. Q ¢" "1 / / µ.. I 1 I I` ` 0 FEBCO 825-Y NRS-4.00 4"REDUCED PRESS, BACKFLOW DEVICE W/A l^ CONTRACTOR TO TERMINATE WIRES AT GATE VALVE AND 1� 3µ- / ` 1 STRONGBOX ENCLOSURE MODEL#SBBC-90-ALHPI �� vJ CAPPED MAINLINE LOCATKA FOR FUTRURE USE. Q ; I13µ"� -;1/4" LE - T__ W , 11/4inn 3/4" -�� ® CALSENSE FM 2.6 11/4'FLOW METER 1j Z 1 I 1 1 I 3µ"Y „' 13 ;- SUPERIOR 3100 SERIES 3'NORMALLY OPEN MASTER VALVE _ I � 1 O I J i VALVE NOTE. EXISTING VALVE NOTE: CONTROLLER NOTE: �t� � l III 1„ � � CALSENSE ET-t-32-TP-1,TP110 32-STATION INTERIOR WALL MOUNTED ELECTRIC W _ I I 1 III t.. CONTROLLER CONTRACTOR TO INSTALL NEW VALVES A-10 THRU A-15. , I 1 CONTRACTOR TO RUN UM OF 3 VALVES(ONE FROM EACH AUTOMATIC IRRIGATION CONTROLLERS TO BE WALL- D, MAKE B CALSENSE ET-1-32-TP-1,TP110 32-STATION INTERIOR WALL MOUNTED ELECTRIC W CONTRACTOR TO CONNECT NEW VALVES TO EXISTING C) 3/4" CONTROLLER)NOT GEED 160 GPM MAX.AT ANY TIME. AND MODEL AS SPECIFIED ON IRRIGATION LEGE ALLATION 1" 3/4" , CONTROLLER VALVE WIRES C-3 THRU C-7. DO NOT CONNECT VALVE A-1 �-- / _ ................. LOCATION APPROXIMATE. CONTRACTOR LL CONTROLLER IN i I I I ,. AT THIS TIME. Q I TI la t" U LITY ROOM LOCATED IN RESTROO ING. 110 VOLT POWER l , �C CALSENSE ET-1-32-TP-1,TP110 32-STATION INTERIOR WALL MOUNTED ELECTRIC 3 IX 1 PROVIDED BY OWNER, IRRIGAT[- TRACTOR SHALL PROVIDE AND I 1 I �� CONTROLLER INSTALL BATTERIES IN EA ROLLER FOR BACKUP POWER. I ' 1 ' RAINBIRD EFB-CP-PRS-B SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN I CONTRACTOR TO WIR: NTROLLER TO MASTER VALVE AND FLOW I 1 1,. 3A4' �- , SENSOR. CONT 70 COORDINATE CONTROLLER HOOK-UP W/AN I I Q RAINBIRD 33DNP WI 33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. , AUTHORIZ � ESENTATiVE OF CALSENSE. /a'. 1 i � / / I W 4 KEYS TOTAL NUMBER: (800)572-8608 - - 1 tM 3µ" 3µ" - - - APPROVED SCH.40 PVC,CL 315 MAINLINE,SIZE AS SHOWN,MIN.COVER 18" 3!4" 1„ i 1 APPROVED SCH.40 PVC LATERAL UNE,SIZE AS SHOWN,MIN.COVER 12" POINT OF CONNECTION NOTE: (' �► === APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE I I I �' INSERTED, UNLESS OTHERWISE NOTED dF/ 1„ 1149 1 MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF EXISTI - ATER I 3µ x 11, t~ _ _...__._ -- - METER. CONTRACTOR TO MANIFOLD ANEW 2 DOMESTIC WATEF. rs TO I 1 1 \ EXISTING WATER METER. REFER TO UTILITY PLANS FOR AD A�INFORMATION. ` , I"t lµ" Aa EXTEND NEW TYPE"K"COPPER PIPE(OR AS PER LOCA' }AND INSTALL A 3" PRESSURE REGULATOR, A 4"BACKFLOW PREVEN "FLOW METER,AND A 3" t 12" 11 MASTER VALVE AND EXTEND MAINLINE TO V SHOWN. I �3 I1" r - 4" 3a 3/4 3p" 3K" 3M ,4 A4 STATIC WATER P E. 133 P.S.I.iv -� —• - - IL O i I SYSTEM DES ESSURE: 112 P.S.I. _ 3/4'� 3/4" 3 MAXIMU ATION DEMAND: 160 G.P.M. 0/ 6 A ° PRESSURE LATOR NOTE: 111 it 11/4 ; CONT TO SET PRESSURE REGULATOR TO 133 PSI. VERIFY OPERATING i I do Ap,� /k 1Iµ" : URE AND FIELD ADJUST AS NECESSARY. I1µ• �'� ♦ • O *31 r O 11/4" I •) 1.1 1•) „r4•) 11/4" 1/4" 212" 112" 1112" ltl/4" —� • ��"} 1. 11/4" 112" 11/4" 1" 1" _ _ _ _ _ _ _ _ _ _ 3/4" \ / 3/4" %1M 3�4" t" t" 3—+— 3 — —. i l/4 11/4" 112 3µ" 12" 112" 1 A4' 1/4" 1" 1 - - - - - _ - - -- - - - -- J L - - - - 4 - � � - - _ - - - - � � - - - - - - _ - - - - - - - - - ' - - - - - - - - "¢ - - - � � - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - � t'^1 �✓ _ Y— � _ ,/4 �_ � _ _ - �- - - - --�'- - - - - �'— - -� - - —L��=�1=LL1=�s< -1=sem _•—•—.—.—.—.—.-t. �OWM--••, • 'ia �I Addecj vdal'FX 5rvice -1-o RG�,�-r'vom VALVE LEGEND % DESCRIPTION OF REVISION DATE APPROVED A-1 �7r7f 47 A-11 IA-16 28IA-21� CONDUIT NOTE: FOR IRRIGATION NOTE SEE SHEET L-10, DETAIL 'M'. j CITY o f RANCHO C 4"CONDUIT FROM CONTROLLER LOCATION TO OUTSIDE PLANTER FOR CONTROL WIRES. � 0 �'�p SC Ape , � % 10A-2 �, A A-12 A-17 A� VALVE SIZING KEY ___- ,W�`�� K�'"'w • 9c��k BERYL PARK EAST P.O.0 ?� "�� "�� "�� "�� a',` �, ^.• BERYL STREET NORTH OF HIGHLAND AVE. VALVE ;1� , 10 GPM SHEET KEY MAP * &_ 1`02 *' Underground Service Alert 9 52 A�3 � 10A-8� � A-i3 41 A-18 �p A23 3/4" VALVE SIZE � z 11/7 `�� '�' IRRIGATION PLAN 1101 ? 2 OF C A� Call: TOLL FREE 1 - APPROVED BY: DATE : j PLAN CROSS REFERENCES ss10A-� ?1rA-® 5110A-14)l33 1;N 31 A24 R CITY ENGINEER _ L- u C2 RCE No. 24953 ,y h FOR NOTES AND DETAILS, SEE SHEET L-11 ` DESIGN ARCHITERRA DESIGN GROUP pll ' �00 2' 11/4w Zw 11/Lw 11/Lw d - -, f G FOR LEGENDS, SEE THIS SHEET W ." " r� = MLD LANDSCAPE ARCHITECTURE � n�E� SEE BOOK SPECIFICATIONS - SITE PLANNING 422-413310A FOR SPECIFICATIONS, "/ 10621 CHURCH STREET, SUITE 106 48 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 - . ,. ,S A•10 2/ A-15 61p A2D FOR CORRESPONDING GRADING PLAN SEE SHEET L-5 "= = " = "`" i ,� SRA MLD RANCHOCUCAMONGA,CA 91730 SHEET L-8 TWO WORKING DAYS BEFORE YOU DIG �y (909)484-2800 FAX. (909)484-2802 Z� 1 11/7' �� FOR CORRESPONDING PLANTING PLAN SEE SHEET L-12 SCALE: 1"= 20' CHECKED DRAWING NO. JAF DATE 5/21/01 RLA No. 2832 -ADG #0064 SHEET 10— OF 13_ \1 HI-POP SHRUB HEAD BODY SET TO 14'ABOVE FINISH GRADE MULCH W i„y Ny awl '��.�,.�.� cc BRASS WYE STRAINER -K WITH 60��, MOREL SCREEN {.:��-�s�z--s.. �.�-.,-.�- �'fY'L+ � FINISH GRADE m PLASTIC VALVE BOX A BACKFLOW PREVENTER tyCOVER ETCHED IRRIGATION GATE' ASSEMBLY p ti (CARSON OR EWAL) TO SPRINKLER-ANGLE PIPE TO .c� N IPLE-TYPICAL SPECIFIED DEPTH WITH 46°ELLS "!Tc (4)PLACES BCH 40 PVC MALE ADAPTOR INISH GRADE SCM SO PVC UNION 'SNAP TITE'WATERPROOF NIPPLE BRASS OR PVC NIPPLE CONNECTORS ELECTRIC CONTROL VALVE W THICK X 12 WIDE 04 PLASTIC VALVE BOX `- - W MARKED'IRRIGATION RCV' BALL VALVE 1 t!2'OR SMALLER WITH UNION A CONCRETE PAD(LENGTH VARIES (CARSON OR EOUALI ETCHED WITH CONTROLLER 2 1 "A STAMEN STEEL HANDLE �' PER SIMMANUFACTURER) � AND VALVE SEQUENCE PRESSURE REGULATOR SLOPE TO DRAIN AT MINIMUM 2'K RESILIENT WEDGE GATE VALVE-EPDXY NO.AND BRAD SEE LEGEND R MODEL I I COATED.r OR LAIiGEA WITH r OPERATMIG _ t 2' FINISH GRADE S. FINISH GRADE 1. POP UP TURF ROTOR. Z� NUT SLEEVE Z RN18HH GRADE. REQUIRED FOR =r SIDEWALK 3. SKILL oo PVC NIPPLE K -LONG). :yi.►^ VALVE 4 - •°'x MOISTURE 1•IN� )' •.• .� j• PIPE THROUGH SENSOR 1'W BEER BCH 40 PVC CONCRETE PAD WHERE 4. SCH.40 PVC TIT N'ELL. 1Lt REQUIRED MARLEx SO°STREET LL SO`STREET Ell 3• 3• 1 4 NIPPLE -TYPICAL T .._ PIG TAIL EXPANSION 5' MARLB 9V STRUT�•- LATERAL FITTING MARLEX 90`STREET Ell .2 ROM WATER SOUR /� LOOP IMIN 21•LONG) 1 f{ _ „-/ (2) PLACES ' 3 a ANTI DRAIN yALyE A.c REQLaRE� MON-PRESSURE LATERAL LINE VBRASSALVE ANGLE TYPICAL I2)PlACEB 901 COMPACTIO SCH 40 PVC MALE FLOW VALVE W/UNION .{ REQUIRED " .I ADAPTOR 7. MARLEXIIVSTREETELL ANTI-DRAIN VALVE AS REQUIRED r",f 3/4'WASHED 4 L CRUSHED AGGREGATE NOTE �;pr I. NON*%ESSURE LATERAL UE NL FITTING. 1 LOCATE HEAD 2'TO 9'FROST WALKS CURDS HIAROBCAPING.MDWSTRIPS j TO PETER FLOW I AND EDGES a LAWN 77TMI=14h.. • 1 j 4�) S 9. SCH.60 PVC NpPLF,TYPAL(2)PLACES. 2 USE TEFLON TAPE 04 ALL MALE THREADS " i " t• LINE TO 8YSTEM8 SCM SO PVC NIPPLE 3 INSTALL HEADS WITH STERNAL CHECK VALVE AND PRESSURE COWPENBAT9KG Z - �� FEATURE AS PER THE IRWGATION PLAN " CONCRETE THRUST BLOCK ELBOW CONTROL S COMMON WIRE{ 4 HEAD CONRECTIONATBOTTOM OLETONLY PER CCWD STANDARDS TYPICAL(4)PLACES NOTES: RKGro PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY LOCATE HEAD ?FROM Wim' ' 12" HIGH POP U P SHRUB HEAD y' WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH HRARDSCAPING,MOW STRIP,HEADER WARD, CCWD PRIOR TO CONSTRUCTION. STASIS NN'PL SCM 40 PVC SX{XT TEE 7 ` EDGE OF LAWN. PRESSURE SUPPLY LIME NONE • LOCATE HEAD 1r FROM ALL STRUCTURES. • 314'WASTED CRUSHED 1. INSTALL PER RACAL CODES. tonII INS'TS AU CONTROL VALVES A WNM/1A OF 12•FROM STRUCTURE OR HAROSCAPNIL• SCALE:N.T.S. # 539 NOTES: ATE BASE 2 EQUIPMENT TO BE INSTALLED AT A MI NIAUM OF 24"RROM ANY 2 INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALK • USE TER.ONI TAPE ON ALL MALE THMADS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX STRUCTURES OR HAROSCAPING 3 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPNIG 2. INSTALL CONTROL VALVES A MIDI OF 1 r FROM STRUCTURES OR HI1RDSCAPNIG. 3. WHEN UNIT IS NEXT TO A STRUCTURE p.E-WALL,BUILDING,ETC.) 4 PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE BOX 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. MOUNT TESL COCKS ON OPEN OR NON STRUCTURE SIDE. s ATTACH PLAsnc IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. WAGER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR WWDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER S. PUKE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND NNSTAI-ATIO N PROCEDURES. I. ATTACH METAL VALVE IDENTF"TION TAG WITH APPRIOPMATE CONfTROUM AND S. DLALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF VALVE NUMBER. DrAmLAR METALS. 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR 7. VALVE PER STD.516 REOUIREDC BEFORE BACKFLOW PREVENTERa (IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY _ WHEN MAINLINE IS r OR LARGER. A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND 2'AND LARGER WATTS SERIES 403AT-RW SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. TUR ROTOR 3 BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX NB) WITHSBBC--S U S WHENEVER z LINE SIZE GATE VALVE BACKFLOW P R E V E N T E R REMOTE CONTROL VALVE POSSIBLE.SURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER i SCALE: N.T.S. #1524 SCALE: N.T.S. # 517 SCALE: N.T.S. # 518 SCALE: N.T.S. #t LL 537 4 CLARIFICATION ONLY AND SHALLTHIS DESIGN IS DIAGRAMMATIC,A E PIPING IN PLANTIN,VALVES,ETC.G AREAS WHENEVEROWN WITHINDPOSSIBLE. AV04DAREAS ARE FORDA NYS CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. -UP TURF HEAD BOOP SET TO S. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO 1/4'ABOVE FINISH GRADE COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY op INISH GRADE STAND ALONE CONTROLLER WITH ANTENNA TO THE CITY. FINISH GRADE 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFAIERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND •� ANT 1 ANTENNA PORT STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE EPDXY FILLED LOCATED OUTSIDE OF BOX. AS REQUIRED GTP,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. INSTALLATION/LOCATION ---- COAXIAL CABLE PER CITY AND CALSENSE CLEAN BACKFILL SEE SPECS 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH REPRESENTATIVE = FOR MATERIAL 90% COMPACTION HAR DISCAPING(SEE NOTE 14) MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND CALSENSE CONTROLLER, REQUIRED INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL `1 MODEL NO. PER PLANS CONSTRUCTION. Q 4r�j - 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY Fi \ 0 6TALL CALSENSE - - 0 6TALL CONDU LETTE WA Z PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR I TP 110 DEEP WP',r BOX SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER SCM SO PVC NIPPLE 11 &D HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL (MINIMUMr LONG) va 120 VOLT DUPLEX CALSENSE HARNESS •- OUTLET(GH) z_ BE MADE AT NO ADDITIONAL COST TO THE CITY. O tO ( ) _ ! NON-PRESSURE BCM SO NIPPLE-r LONGp LATERAL UNE ;� 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE sCH 40 PVC RESET _Y N MYA CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERML T X T 90`ELL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. MARLEX 90°STREET ELL M CusNar>SE TP-1 6' � N TRANSIENT PROTECTION ARD PROVIDE 6•MIN.OF SAND 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF CLEAN BACKFILL CLEAN �� AND CONTROL WIRE SLEEVE WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE 90% SIZE PER PUN.INSTALL HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. I PRESSl1RE Sl1PPLY LINE MARLEX 90°Ell IL/_1 NADJACENT TO PRESSURE 11.ON-PRESSURE LATERAL LINE THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. w J SLEEVE SIZE TWICE DIAMETER a SUPPLY LINE. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY NOM•PRES{ORE OF NON-PRESSURE LATERAL LATERAL RATTLING ENCLOSURE MOUNT LINE THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. NON-PRESSURE LATERAL LINE CONTROL WIRES MIN.2"OF CLEAN EARTH Nu Q41 NOTES: 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-__-DR vwTP-I,TP-110(DIGITAL RADIO)W/ANT-1 ANTENNA PORT -' 1. INSTALL CONTROLLER PER MFG.PRINTED 14MUCTXM AND PER LOCAL PRESSURE SUPPLY LINE SLEEVE- INSTALLED WITHIN A STRONGBOX(SB)24SSM20 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE CODES LOCATION TO BE APPROVED IN FIELD BY THE CRY I SPECTORSIZE TWICE DIAMETER OF PRESSURE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH h NOTE PRIOR TO CONSTRUCT" NOTES: SUPPLY LINE COAXIAL CABLE. SYSTEM SHALL BE OPERAT04AL PRIOR TO THE CITYS ACCEPTANCE. ACTUAL LOCATION OF 1 IODATE HEAD?TO 9•FROM WALK{,CURBS,NARWCAPING,MOWN{TRIS, AND EDGE{Of LAWN Z CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. SEQUENCE OF REMOTE CONTROL VALVES 1. BELOW PAVED AREAS A MINIMUM OF 6"LAYER OF CLEAN EARTH SHALL BE 2,USE TEFLON TAPE ON ALL MALE THREAD{ 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH MN6TAL.LED ABOVE AND BELOW PIPING. NOTES: 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE BRANCH OF THE MAINUNE FOR FUTURE USE PIGTAIL EACH ORANGE 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE WIRE AT THE ENCLOSURE_ FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE CO&rENSATING FEATURE AS PER THE IRRIGATION PLAN 2. PROVIDE MINIMUM COVER OF 2�'ON PRESSURE SUPPLY LINES 3"AND LARGER. 1. ALL SLEEVES TO BE SCH.10 PVC. PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. 4 NEAR CONNECTION AT BOTTOM INLET ONLY S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 3. WHEN USING RECLAIMED WATER, MAINTAIN MINIMUM la HORIZONTAL SEPARATION 2. EXTEND ALL SLEEVES 12"BEYOND EDGE OF HAFIDSCAPING AT BOTH ENDS. CONTROL VALVES. BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED 4. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM V EACH SIDE OF RECLAIMED 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. UNLESS OTHERWISE DESIGNATED ON THE PLANS. � AND BE OPERABLE TO THE CITY YARD'S CENTRAL COAPUTSR WATER LINE. PRIOR TO ACCEPTANCE 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER 7. ALL ELECTRICAL DEVICES SATAN BE GROUNDED PER LOCAL CODE. 4. BUNDLE WIRES WITH TAPE EVERY 10'. STD.(24'MIN.TO 3S'MAX.DEPTH TO TOP OF PPE BELOW STRUCTURAL SECTION). HEAD IS IA'ABOVE FINISH®GRADE. 6" HIGH POP UP TURF HEAD CONTROLLER ASSEMBLY TRENCHING DETAIL : '' SLEEVING DETAIL SCALE: N.T.S. #1537 SCALE: N.T.S. #1524X #1532 SCALE: N.T.S. SCALE: N.T.S. #533 IRRIGATION NATES taxa PCS SCREEN PERFORMAMCE YP 1><L M r-R S SCALE: N.T.S. D`-CAP . 'SNAP-TITE"WATERPROOF MODEL PCS-010 PCS-020 PGS-030 PCS PCS-060 PICS-090 PCS-125 PCS-175 PCS-260 PCJ-370 NXK�mw E 79 CONNECTOR OR EQUAL FOR GPM 01 0.2 0.3 03 0.6 09 1.25 1.75 2.6 7 NON- FLOW SENSOR CONNEC COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED s �' � TIONS- 8F V 3' 5' a'NT WIRE SERVICE LOOP(LOOP SH 2' 4' i' 7' a'1 PROJECT: BERYL PARK BY: MLD °' '00ENOUGH WIRE TO EXTEND WIRE 8T 3' S' s 9'1 STATIC PRESSURE HIGH: 133 \ A BUNDLE 6'ABOVE GRADE) 80 2' 5' 7' 7' SOURCE OF INFORMATION: MONICA •.. SPLICE BOX COVER WITH 10F - a' 5' a' 10' SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT LEaENo. * !7131102 . LOCKING TOP ETCHED•51.6.• 10H 2' 6' 2' 10' 11.1 1 r1 PHONE NUMBER: (909) 987-2591 z 1 3 1. PLASTIC WAIVE BOx ='�= ° �� P P� IOT - 2' 6' 7' 1011 VALVE STATION/GPM: STATION: C-9 GPM: 57 2 1R'STAINLESS STEEL HOSE CLAMP.3REQU1I%® 4Pr o.N. 100 2' s• a' 7' ITEM: P_S_I_ LOSS: - _ _ = 3. QUICK COUPUNG VALVE. TOP OF VALVE SHALL TF F CA, � O r 12T ' 3' 5' 7' 8' 12'1 I = I = BE r BEiow VALVE Box COVER. 1270 2' 3' S' 7' 10' 10' AT GRADE IN LAWN AREAS3•IN PLANTER AREAS 1277 2' 3' 5' 9' 11' /24 " Ili=11111 12H 4' 3' 8' to' 121 12'1 WATER METER SIZE. (2) 2 @ 160 GPM 4.90 - - 4. GALVANIZED NIPPLE,LENGTH ASREOLNR®. 12T 2' 6' 4' 10' 12'1 PRESSURE REGULATOR: 3" @ 160 GPM 7.00 'LISTA=ll�iil 120 a #0 121 BACKFLOW DEVICE- 4" @ 160 GPM 10.50 � 5. PRESSURE SUPPLY LIE, 15F 5' 7' 1r 134 FLOW SENSOR: 2" @ 160 GPM 1. 1z -O 1570 - - - - - 6' 8' a' 15'1 " 00 6. PRESSURE NINE FiTT1NNG. MASTER VALVE: 3 @ 160 GPM 2.09 Z 7. GALv.90DECGRffSTREET131. 15TT 1' 5' a' a' 12' 1511 GATE VALVE(S): 6 4" CO) 160 GPM 3.00 15H 1 4' 5' a' 12' 12' MAINLINE CL. 315 4" 80 L.F.@ 160 GPM 60 s ` 12'X 16'GREEN PLASTIC METER 15T 3' 4' a' 12' 1511 1511 ( ) ND S. GALV.NIPPLE LENGTH AS REOURED. BOX, CARSON OR EQUAL 150 2' s' 6' 12' 154 MAINLINE (CL. 315) LOOPED: 4" 1535 L.F.@ 160 GPM 11.35 • ° • 9. MREBAR STAKE 3r ISM. DESCRIPTION 0 F REVISION 1550 r - 12x12' 14x14' 20X20' 23X23' AUTOMATIC VALVE SIZE: 2" @ 57 GPM 2.02 • ° DATE APPROVED 15CST • - o 10.GALV.90 DEGREE STREET E3L- OX18' 0x10' 16x16' 9X30' LATERAL LINE SIZE. 11/4" 52 L.F.@ 19 GPM 1.08 . ri wM1 4X22' 4X27' 4X39' 9X24' •° CITY o f RANCHO CUCAMONGA 15SST - - - 4X12' 4X24' 4X77' 4X3' 4X10' 2" 52 L.F.@ 38 GPM .52 o • �, ••• •• 11.GALV.90 DEGREE ELL 15E8T4X14' 4X16' 4X20' 21/2" 53 L.F.@ 57 GPM .55 n 5F 3' 4" 4X18' 1' 2' 3, 12 PFJ1 GRAVEL,2 CUBIC FEET MIA. si+B 5" 10• 8' 2' IRRIGATION HEAD PRESSURE: 50.00 5 s" 117 3' SYSTEM LOSSES SUBTOTAL: 94.61 SCSCS1'T-e r 14• 3' 5' FITTING LOSSES (5% OF SUBTOTAL): 4.85 BERYL PEAST I*+GLA a' s' 1' 4' a' 14 151 ELEVATION LOSSES/GAINS ELEV. X .433) 10.40 16H1-SLA - a• 1' r s 10• 13' 10' ( ) 160-SLA a• 2' 5' 3' 12' 1611 16'1 BERYL STREET NORTH OF HIGHLAND AVE. TOTAL SYSTEM LOSSES: 109.86 NOTE: 22F-SS a' 1' 4' 6' tr 21 1 PLACE PEA GRAVEL PRIOR TO INSTALLA110N 22H•SS 4" 1' 3' s' 12' is, 12' AVAILABLE PRESSURE (LOW): 133.00 OF VALVE BOX 24 VOLT WIRES. TAPED AND 220-SS W 2' 6' 919' 15' 20.1 227 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)23.14 vIRRIGATION D E TA I L BUNDLED AT 1S FT. INTERVALS (RECOMMENDED NOZZI A3CREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI "CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN 2 CU. FT. PEA GRAVEL NOTE: SCREENS WERE TESTED WI HII FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. PRESSURE OF133 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS APPROVED BY: DATE DISTANCES MAY VARY SLIGHTLY WITH HKihER PR'E:SSl1RE3 AND LONGER RUIN TIMES. NECESSARY, CITY ENGINEER �C cru LT c� RCE No. 24953 24 VOLT SPLICE PCS SCREEN CHART PRESSURE LOSS CALCULATION w QUICK COUPLER VALVE DESIGN ARCHITERRA DE N GROUP LANDSCAPE ARCHITECTURE MLD SITE PLANNING I► , 10621 CHURCH STREET, SUITE 106 SHEET M{ �; SCALE: N.T.S. #540 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. #535 DRAWN RANCHO CUCAMONGA, CA 91730 MLD (9M)484-29W FAX: (90e)484-2W2 CHECKED DRAWING NO. JAF DATE 5/21/01 RLA No. 2832 ;`7 :7 , - �-- ADG 1X0064 SHEET .-I OF 1 -3_ 1- PLANTING NOTES: - - 1 CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT 1\� INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SWILL BE RESPONSIBLE FOR REMOVING AND HYDROSEED NOTE: 1 1 RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND N CONTRACTOR TO RE-HYDROSEED ALL SPECIFICATIONS DAMAGED TURF AREAS DUE TO NEW BID ALTERNATE A CONSTRUCTION. CONTRACTOR TO MATCH 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT EXISTING TURF VARIETY. : REQUIREMENTS STAKING AND BACKFILL REQUIREMENTS EXISTING TREES TO REMAIN TYPICAL I CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, A T PROTECT P ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY BASE BID CONTRACTOR O RO ECT IN LACE EXISTING IRRIGATION _ DAMAGE OF SAID UNDERGROUND FACILITIES AND LANDSCAPE TO RE- AIN. PROTECT INPLACE - - - M - - - - 4 NO PLANTING SWILL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS - HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. T-4 T-2 S-1 �- T-2 �.� s "�to S-1 S-2 , 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO 24 1 24 2 g 24 3 3 1 15 INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. I�� S 2 — I , 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS / j r •" S-1❑ 6 _ BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB_ �# CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS r:a•• I �\ 4 �� to z,r�ta>� OTHERWISE APPROVED BY THE CITY. f r s; _ ■ /. { r . 1 j S-2 7 QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT �, i� �r�'•�� , _ ��" ! A f 6 MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED t� tit�t� tam ti �titat�t�� to �tat�s'ta��ta /. _ 1 ❑ t "- r : _ 7 - a *+i � : I S-3 S-2 S-2 S 1 S-2 8 WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE f I ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS j * <.�i ' -- i 1 j r '�■'o S-1 I B 6 6 21 6 AND DETAILS HEREON. .iii X#iiirf!> /-wif. 'dr ■ �` - i t r �.. �- 3 �r ! '� - 11k: /rte �� " _ �� ,j S-2 - S-2 S-2 9 CLEAN UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY / - !ice' _ ;�. r r \ r,.•;,,•�� - - _ 24 r w 24 24 10 THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND ,% EXISTING IRRIGATION / ` ,'! + 1 f ; I 1116 QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS) ROTOTIL THE REOURED � _ `% GC-1 GC-11 f • { 1. ' R i . . . . . . . . . • • , . SOIL AMENDMENTS 6'INTO THE SOIL AT THE REQURED RATES PER 1,000 SQ, FT AND LA NDSC APE TO RE / 1 1 WOW- LIMN UNE E 1 �, MAIN PROTECT IN PLACE / . z �� 32 24 iiils� >rilljii�iiiii�iiiiiiisiliy�li�iijiii✓iir�iiiy _ / . . . . . . . • /. r . / � �. � _ / • • • f T-3 �••'�'�'• 4 CY.NITROGEN STABILIZED SAWDUST r. 4 / . . . . f 120 LBS GYPSUM / . <. T-2 - � � GC-1 _ � S-2 -/ � _ _ � 24 1 S-5 ------ . . 125 LBS GRO-POWERPLUS - - - - O _ --- ------- ��, � ' . . t t LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO ' • 24 2 23 4 � 6 23 �� i � i� GC-1 GC 2 --� �-� -- • • EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON GRADING OPERATIONS - . S-5 � 22 149 - _ / / t 1 _/ �- � ' " SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITYS APPROVAL PRIOR �/- 12 rr 1 • . - f / - / S-2 GC-2 ; • •1 TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: T-1 x ■ 1 / i i O /. / 5 60 ' �, S-1 S-1 INTRAVAIA ROCK AND SAND,INC. . . 48 1 o / 7 23 r- UPLAND. CA x �: �!• i i GC-2 1 : . . . f (909)982-6713 S-1 Mp 4 S-5 ; Irbd r-' S-1 600 : 3 r GC-2 S-t • 14 43 . . • ' 34 24 2 i a S-6 1 1 . . • w HYDROSEED NOTE: S-a _ i.-. -- : ; GC-1 GC-1 ; { Lil �.( CONTRACTOR TO RE-HYDROSEED ALL 26 • S-2 S-5, , S 2 GC 2 �. SOP: • 5 21 22 21 . . r `_ L.L. ,)p DAMAGED TURF AREAS DUE TO NEW = x ��'� ,� �- : / I r CONSTRUCTION. CONTRACTOR TO MATCH , •- x 22 39 �:� � fir- I` EXISTING TURF VARIETY. GC-2 X x X / EXISTING*COTIN ,r- I • T-3 (n a9 _ x x ■ . x x x T-2 Q f �." A TO RE- • 24 2 . f- PLACE f 1 \241V r J 1 r.lsi iffX p T-2 : / S-1 GC-2 1 8 , • ■. �. r 24 3 �• ' P 10 20 Cc / ■ ■ 25 ' . . . . . . . . . . . . . . . . . . . . . . . . . S-6 S-2 S-1 y` W1 _EIMIT SINE . . 18 011 12 5 : : ,s ■ ■ . }� / ■ • - X ilii ii ile 15 24 2 / I • I S-4 ' J ' � S-4 GC-2 % S-2 j S-2 �-2 S-2 S-2 I GC-2 f 1 GC-2 GC-1 00 • lip II, . . 5 32 5 / 3 4 16 5 ` 17 �i vJ • Ir Ir Ar 10 IF Ir • . x 21 57 • -7 1 :• x S-1 GC-2 GC-2 •GC-2 1 ' •• x x 2 13 15 13 -1 S-2 HYDROSEED NOTE: a I '.• x x --? 22 51 CONTRACTOR TO RE-HYDROSEED ALL DAMAGED TURF AREAS DUE TO NEW CONSTRUCTION. S-2 S-1 S-1 S-1 • ti / •:: x x x 10 7 ! ! 7 j 7 ; S-1 GC-1 r, i CONTRACTOR TO MATCH EXISTING TURF VARIETY. • . x I ( f. . 8 22 : r EXISTING TREE PROTECTION NOTE (TYPICAL): — GC-2 GC-2 CONTRACTOR TO CONSTRUCT SAFETY CONSTURCTION / '.'• X x x ; / 17 FENCING AROUND ALL EXISTING TREES. SEE / x x ! I ; ; CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. / % x S-4 I j i GC-2 f : : GC-1 - . t5x x I 74 {� i 22 22 MULCH NOTE: • x x + --- ---- -- - - 4— MULCH CONTRACTOR SHALL INSTALL A 4" LAYER OF SHREDDED x x S 1 MULCH IN ALL SHRUB AREAS(1-1/2" IN GROUNDCOVER / - •' • X x X ! �, 7 ' AREAS). MULCH SHALL BE WOOD FIBER MATERIAL AS MADE / x x ! ;• BY INTRAVAIA ROCK AND SAND, UPLAND, CA, (909)982-6713 T 3 .•; (OR EQUAL). SUBMIT SAMPLE OF ANY ALTERNATIVE T-3 MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR 1 • •. : CITY INSPECTOR'S APPROVAL T-3 / x ! 241 • S2 62 / : . - • xxx ! ' ► S-2 23 2a . . . PLAN CROSS REFERENCES 23ifj S-4 / % x • • . / ' •;: x x EXISTING TREE TO REMAIN (TYPICAL) -� __----___--------- ---- I_ . s • --- SHEET • FOR NOTES AND LEGENDS SEE THIS 2 T_3 ;• x x CONTRACTOR TO PROTECT IN PLACE ' • • • • • • • • f • • • FOR CONSTRUCTION SEE SHEET L-3 24 2 dp/ ;•:: x x . . . . 337 • _ . . . . ,. . . ' . . .AE •••'•' •' FOR GRADING, SEE SHEET L-5 x r FOR IRRIGATION, SEE SHEET L-8 • • • S-2 �/ '•'• x x 42 FOR DETAILS, SEE SHEET L-13 293 , •..,.•• •;; x X X T_'2 EXISTING TREE TO REMAIN (TYPICAL): FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS CONTRACTOR TO PROTECT IN PLACE . . ix x x x x 24 4 '' • ■ • • • • • •-• • • ■' x X X x x x • • ' • ' • • • • • ' • X X X X X X X X % • x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x X x x x x x x x x x x x x x x x X x x :J �}• r r +:[f F r fJ ::::. u'} • : is .:):i:yi:. :!h: '[r+if} {:>::,f S']2. r � : f rJ r r : : y ..:.. : ... .. .......... ...... +..,...�. .....,..�• ....k. :..... .....F.C.. f f .. : r n:r ../V }..Y. •• ti•i:^}:is ::. : {.;.;:.Xv: ::.::.:... • • • • • • • • • • • PLANT LEGENDDESCRIPTION OF REVISION S 7 S-2 GC 2 DATE APPROVED SYMBOL 6, 26 CITY of RANCHO CUCAMONGA CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS DRY. TREES �N R DSCAP . Kn'm wb �,P T-1 Cwwwnornum�„phora Camphor Tree 48"Box Per Plan MultFTnx* 1 S-6 R indica'Ballerina' I�a Hawtltom 5 y Ole BERYL PARK EAST hapttiolepis galon 36"o.c. 35 ? e` W T T-2 Lags lora White'a indica Crape Myrtle 24"Box Per Plan standard 20 S-7 xylosma congesa,m "Compacta � , xyk r►a 5 gallon a'o.c. 61 'Glendora , -' BERYL STREET NORTH OF HIGHLAND AVE. T-3 Li¢>idamber styraa�Aua American Sweet Gun 24"Box Per Plan Standard 8 GROUNDCOVER SHEET KEY MAP * �. Underground Service Alert %Pk a a. i _ PLANTING PLAN T-4 Platarxis acenfolia London Plane Tree 24"Box Per Plan Standard 1 GG 1 Arrnena mantima Pink Thnf 1 gallon 18"o.c 267 '�' SHRUBSB F C I► 0 Call: TOLL FREE GC-2 Tracheiospermun jasmirades Star Jasmine 1 galon 24"o.c lose i APPROVED B Y: DATE S-1 Dletes bicolor Fortrrgflt Lily 5 gallon 48"o.c 233 � � � ENGINEJ i CITY ER < << 0 ( RCE No . 24953 HYDROSEED SLURRY MIX DESIGN ARCHITERRA DEs GN GROUP �pEp 1 -800 S 2 HemerocaiNis hybrids(evergreen) Daylily 1 gallon 24"o.c 639 MLD LANDSCAPE ARCHITECTURE 422-4133 S-3 Anpew c. Sea Green' Sea Green Jumper 5 Won 60"o.c. � CONS yV�Ep�jOp•r6 WOOD FIBER 2000 �� l 10621 CHURCH STREET SITE SUITE 106 an iusWoka Engkoh lavender 5 galon 48"o.c 105 ECOLOGY CONTROLS M BINDER 100 DRAW MLND RANCHO CUCAMONGA, CA 91730 SHEET S-4 Lev�tdule 16-18-18 COMMERCIAL FERTILIZER 200 ,+; L-12 SCALE: 1" - 20' (909)4842800 FAX (909) 484-2802 TWO WORKING DAYS BEFORE YOU DIG - S-5 Nandina domestica'Compacta' Heaver*Bamboo 50M 36"o c 116 CHECKED DRAWING NO. JAF DATE 5/21/01A No. 2832 ( :' ADG #-60064 SHEET . : Z_ OF ' � \1 0 • 7 REMOVE NURSERY STAKES • ^ 2.STAKE S TO EE PLUM AND 1 LEGEND: \ ►ARA LLE L S ` .STAKE TREE►ERPENDICu LAjq • ^ 1 To ME WAILING WIND. 1. GALV.TURNBUCKLE. ` v N •-�^ �+12- REDWOOD MADMAN PER DETAL RACE �1 � NE HALF OF SPACING `1v/v ` v Of E TIGHTLY COMPACTED 3'BERM TO FORM LIMIT OF PLANTER AREA REQUIREMENT l v B AT 9V TO GUY WIRE. `+�+� `� DEPRESSED WATERING BASIN 3. AGRiFOIRAI FERTNJZfR TABLETS PER U SPECS. v r �' TOP Of ROOTBAII TO A'WOOD CHIP MULCH / TOP OFROOTBALLTOEXTEND2' EXTEND 2'ABOVE (\ ABOYEFINBNORADE • 4. NATIVE 901L BACKRLL. FN/HN GRADE ORIGINAL GRADE `� TOO Of STAKES SELOM' NATIVE BACKFILL WITH HO ROCKSLEAD OF TREE WHERE GREATER THAN 3'DIAMETER 2 S. NATIVE SOI_ SPECIES GROWTH OAA,NT►EAMIM 6mm 8 MLN TRUNK 3'BERM TIGHTLY COMPACTED IN t 6. NEW RUBBER HOSE OVER WIRE AT POW OF LLL R 1 SETS OF CONCH TES SPACED 24' RAGE TO FORM WATERING SAM CONTACT APART ATTACH WITH GALVANIZED ,CRENA,TO r LOOSE POLES at ^w r oM LODGE POLE ONE rTAIEs 7. A DOUBLE-STRAND GUY WIRES SPACED WITH WOOD PRESERVATIVE START. _ EQUALLY AROUND TREE COVER W/WMTE DRIVE A ISINIAIUM Of N•ONTO PVC 1/C DIA TUBMKi.LENGTH t 3. UNDISTWNED SOIL AND►OWIGN ROOT BALL STAKES OUTSIDE ROOT Mu x A 'A ROOT BALL MSOY GUARD NI TURF MEAS AND i^. Ve;' .R- 6. 3'FI(iHl EARTH B6RIN1 WATERMIG BASMI. ^ YARDS , —PLANT PIT TO BE 121 TIMES THE TOP OF ROOTMLL TO EXTEND S' ^AIA -y1Jy^= ^�• I y�y- ,., WIDTH OF THE ROOT BALL. i PLANT PR TO BE(7 TIES THE THE ABOVE FINISH GRADE — ;^yLiL L.Z: PLANT OF THE ROOT Ill 9. pROCITBALKANT PIT TO BE 3X SHALLOWER WIDTH OF THEEROOTBAL TIGHTLY COMPACTED i•SEAM TO FOAM S Ay ^� � � B WwIAJ1 OFAt.L a Z"SNALLv�WGn TI N Tr1C rTy�il�L WATERING"SNI FOR RE,IDENTML AMD k I 3 GROUNO COVER INSTALLATION* LOCATE �• OUTS.OE Of PUNT Ort SEMIS NN TURF ROOT BALL. OUTS. TO IE RHOWED MNDR To CITY I I ACNE/TANGS NATIVE BACKFILL WITH NO r;•: J ROCKS GREATER THAN 3' 5 10 DIAMETER NOTE, 1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL UNDISTURBED NATIVE BOLI 2%U118 ROWD NOTE: UMDIBTURBED NATIVE SOIL. SPACING(TRIANGl1LARi UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REGUREI+ENTS. NOTES Nova 2 WHERE PLANTED ADJACENT TO WALLS WALKS CURBS OR 2X4 TA RDWD A. INSTALL GUYS OAND-T . TO PtEVENT +1 �'� – NATIWE SACMILL WAH Np I UNTANGLE MATTED ROOTS BY LOOSENING All ROOTS AT EDGE SIMILAR UMTATIONS ALL SHRUBS AND GROUND COVER GUY WIRE PER DEFORMATION Of LMS. + . ROM GREATER THAN s oM OF ROOT BALL DO NOT CRACK ROOT BALI , UNTANGLE MATTED ROOTS BY LOOBENNIG ALL ROOTS AT EDGE SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING STAKPLAES SPAS. W '' OF ROOT BALL.DO NOT CRACK RDOT WILL FROM Sl1Cli LIMITS SEE LEGEND FOR SPACING REQUIREMENTS B. ALTERNATE DEADMANANCHORING ASSEMBLY: 3 SPACING REOINREMENTS SHALL GOVERN T NATIVE SON.UNWFURBEo HE RNAL QUANTITIES DUCI®Ill'TREE ANICFNORIN(i SYS'TElI. OF PLANT MATERIALS. PLANT OIIANTRIES NJ01C•JIT®ON THE LEGEND ARE ESTIMATES ONLY V �. TWrfl HOOT Yll MNRTY DEAD"DETAIL TREE GUYING TREE PLANTING SHRUB SHRUB PLANTING SHRUB PLANTING ON SLOPE M SHRUB SPACING SCALE: N.T.S. SCALE: N.T.S. 502 SCALE: N.T.S. # 506 SCALE: N.T.S. #I 507 SCALE: N.T.S. # 508 3 i LEtBO: I. r DIA.GALVANIZED STEEL FENCING POST. `ENGTH ASRIDUMA OF'2FT°RI"E INTO TREE PROTECTION NOTES GRouNO A nlr�l GF 2 FT. I 1 2 4'HIGH ORANGE PLASTIC CONSTRUCTION t? I 1 SAFETY FENCING WRAPPED AROUND TREE 4*OF COMPACTED WOOD CHIP I p A I .SECURE TO FENCE POST AS 1. "PROTECTED ZONE"FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOLITION OR CONSTRUCTION 3. POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT SHOULD ANY MULCH ; OPERATIONS,THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN POTENTIAL CONFLICTS ARISE BETWEEN THESE SPECIFICATIONS ANDIOR LARGE ROOTS ENCOUNTERED IN THE FIELD, CURB A GUT (CONCRETE HEADER. � 3. EXISTING TREE TRLW CONTRACTOR TO THE CONSTRUCTION ZONE THAT ARE TO BE SAVED. THE FENCE SHALL BE INSTALLED NO CLOSER TO THE TREE AND CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOT TAKE ANY ACTION IN SUCH CONFLICTS WITHOUT THE CURB A GUTTER,SIDEWALK,ETC I INISN GRADE N PROTECT IN PLACE THAN THE EDGE OF THE TREES PROTECTED ZONE(OR AS FAR AWAY FROM THE TRUNK AS PRACTICABLE). THE ARBORISTS WRITTEN APPROVAL. THE CITY INSPECTOR SHALL HAVE FINAL AUTHORITY OVER ALL METHODS % ,� FENCING SHALL BE OF A MATERIAL ACEEPTABLE TO THE CITY INSPECTOR. ALLCONTRACTORS AND THEIR NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING TREES. — Q — — 4. SURVEYORS YELLOW WARN M TAPE ON ` — Au PIPE POSTS. CREWS SHALL NOT BE ALLOWED INSIDE THIS'PROTECTED ZONE', NOR SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA. NO WORK GiRANY KIND, INCLUDING TRENCHING,SHALL BE PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS REQUIRING PRUNING. PRUNE TREES S. COhPACTSUBADE ALLOWED WITHIN THE PROTECTED ZONE EXCEPT AS DESCRIBED 4 BED BELOW. THE FENCING SHALL REMAIN ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS. AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS. 1 A. REMOVE ALL DEAD WOOD. 2. NECESSARYWORK:ORK: WHEN IT BECOMES NECESSARY TO ENTER THE*PROTECTED ZONE',SUCH AS FOR FINE B. PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY, INCLUDING THE NEED TO ELIMINATE GRADINGlO0 THE FOLLOWING,IRRIGATION INSTALLATION,AND PLANTING OPERATIONS,THE CONTRACTOR SHALL STRICTLY ADHERE FDISSE SED OR OR D TOPPLING ED WIND GROWTH, LLE IDR 0 MAINTAIN GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE ALLY UNSOUND GROWTH, REDUCE THE POTENTIAL !NOVEL CUT EDGE COMPACTED t 2 NATIVE sal MORE THAN 25%OF ANY TREE'S LIVE FOLIAGE IN ANY ONE GROWING SEASON. PRUNE ONLY TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS,AND ONLY UNDER THE DIRECT A. EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE AROUND LARGE TREES IN AS WIDE SUPERVISION OF A CITY INSPECTOR. AN AREA AS POSSIBLE, C. FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA. EXTREMELY FLUSHED CUTS WHICH B. TRENCHING WITHIN THE DRIPLINE OF EXISTING TREES SHALL BE PERFORMED BY HAND, AND WITH PRODUCE LARGE WOUNDS AND WEAKEN THE TREE AT THE CUT SHALL NOT BE MADE. z EXTREME CARE NOT TO SEVER ROOTS 1-IZ IN DIAMETER AND LARGER. WHERE ROOTS 1-1/2'IN D. ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AND PROMOTE THE NATURAL GROWTH AND NOTES DIAMETER AND LARGER ARE ENCOUNTERED,THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS. SHAPE OF EACH TREE SPECIES. WrV I MOOR TO PURCHASE,PLACEMENT OF THE MULCH,THE CONTRACTOR SNAIL u 4 EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT E. IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED TO,'TOPPING*, 'HEADING BACK', N BUSMT A SAMPLE TO THE INSPECTOR FOR APPROVAL w _ . u a. 2 MULCH UNDER TREES AND SHRUBS AS 04RECTED ON THE PLANS AND STENO "`� u � B MOIST WHILE THE TRENCH IS OPEN. NDEHORNING', AND'LIONTAILING"WILL NOT BE ALLOWED. INTO EDGES AT GROUND COVER AREAE F. SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION,THE CONTRACTOR SHALL CONTACT THE ISA C. WHERE ROOTS 2"IN DIAMETER OR LARGE MUST BE CUT DUE TO EXTENSIVE GRADE CHANGES,THOSE " 7 MOISTEN MULCH AFTER INSTALLATN>1N TO ASSIST IN COMPACTION ROOTS MUST BE EXPOSED BY HAND DIGGING AND CUT CLEANLY. RAGGED CUTS GENERALLY DO NOT AT(217)355-9411 FOR A COPY OF THE ANSI A300 PRUNING STANDARDS. CONTRACTOR SHALL ADHERE TO THE :cftf �d �c�' 'c cf�c}'cfcfc ' W / PLACE NO MULCH WITHIN A t RADIUS Di THE CROWN OF A WOODY PLANT r HEAL PROPERLY,AND MAY LEAVE THE TREE OPEN TO PESTS AND PATHOGENS. METHODS AND PRACTICES SET FORTH IN THIS DOCUMENT. D. WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM PREVIOUS CONSTRUCTION OPERATIONS,THE CONTRACTOR SHALL MAKE EVERY EFFORT TO CONFINE HIS TRENCHING OPERATIONS TO THE PREVIOUSLY-CREATED TRENCHES,WHILE ADHERING TO THE CONDITIONS SET FORTH IN 38. s ;w MULCH LAYER ; TREE PROTECTION TREE PROTECTION NOTES SCALE: N.T.S. #I 509 SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE: DESCRIPTION OF REVISION DATE ]APPROVED _ CITY of RANCHO CUCAMONGA �Np SCApr 49 � BERYL PARC EAST - BERYL STREET NORTH OF HIGHLAND AVE. ti 1/02 •,I,r PLANTING DETAIL rF OF ClAk APPROVED BY: DATE :•; � CITY ENGINEER , , 6, «(& "�� RCE No. 24953 DESIGN ARCHITERRA D IGN GROUP LANDSCAPE ARCHITECTURE i �UXD SCALE: N.T.S. SCALE: SCALE: MLD T SITE PLANNING l�`'/ rP '" 1062 CHURCH STREET, SUITE 106 SCALE: DRAWN RANCHO CUCAMONIGA,CA 91730 MLD (900)464-2800 FAX: (000)464-2002 SHEET L-1 3_13 CHECKED DRAW NG NO. JAF DATE 5/21/01 RLA No. 2832 1'774-L- ADG #0064 SHEET 1 -3 OF I 3