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HomeMy WebLinkAbout1922-L DEVELOPER OWNER STANDARD PACIFIC HOMES 255 EAST RINCON STREET, SUITE 200 CORONA, CA 92678 FOR (909) 372-8500 ANDSCAPF ARC I C U A ANS v D A X A -_ 0 V C -_ 0 IA A 30 S CONTACT: MIKE WHITE TRACT 16369 AND 16371 L . M . D . N0 . 2 VICINITY MAP GENERAL NOTES SHEET INDEX • A L - 1 TITLE SHEET tj- 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L - 2 CONSTRUCTION PLAN LANDSCAPE ARCHITECT AND THE CITY. L - 3 CONSTRUCTION PLAN 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 4 CONSTRUCTION DETAILS - WINERY ENTRY GATE ^tri 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 5 CONSTRUCTION DETAILS 210 FREEWAY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L - 6 CONSTRUCTION DETAILS 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - 7 CONSTRUCTION DETAILS DAMAGE INSURANCE AS REQUIRED BY LAW. L - 8 CONSTRUCTION DETAILS 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT BASELINE RD. 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 9 IRRIGATION PLAN 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L - 10 IRRIGATION PLAN CHURCH ST. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 11 IRRIGATION DETAILS FOOTHILL BLVD. 7. WALL HAVE FBEEN OOTINGS AN ED RBY EINFORCING CITY ENGINEER.RI BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L - 12 TREE PLANTING PLAN L - 13 TREE PLANTING PLAN PROJECT 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 L - 14 SHRUB PLANTING PLAN WIDE FLAT AREA AT THE TOE OF SLOPE. L - 15 SHRUB PLANTING PLAN SITES 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L - 16 PLANTING DETAILS ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL 10 FREEWAY CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L - 17 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L - 18 w GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL IRRIGATION AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) Uj Uj p Llj REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER L - 19 ELECTRICAL - SYMBOLS LIST, FIXTURE SCHEDULE, DETAILS > > J Q COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L - 2O - a a m J ELECTRICAL GENERAL NOTES Y Q 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. w w Y o L- 21 ELECTRICAL - LIGHTING PLAN w 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. Q J w 0- L - 22 ELECTRICAL - PHOTOMETRICS = J_ (� Q 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L - 23 ELECTRICAL - PANEL SCHEDULES } * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS g Q 0 w NOT TO SCALE * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS p I-- * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS V * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 8" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT WHERE SHOWN IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE MAINTENANCE RESPONSIBILITY MAP FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, CONSULTANTS PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS CIVIL ENGINEER: UTILITIES / ELECTRICAL CONSULTANT. STRUCTURAL ENGINEER: * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. --- * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MDS CONSULTING BJ PALMER AND ASSOCIATES CALCIVIC ENGINEERING, INC. 17320 REDHILL AVE., SUITE 350 27122-A PASEO ESPADA, SUITE 921 2160 PARNELL WAY DIAL BEFORE YOU DIG IRVINE, CA 92614 SAN JUAN CAP I ST RANO, CA 92675 ALTAD E NA, CA 91001 I-WO-221-2600 _ (949) 251-8821 (949) 487-2555 (626) 798-2828 w CONTACT: STAN MORSE CONTACT: BRUCE PALMER CONTACT: IVAN CHILI U WINERY DRIVE- I PLAY ITSME. ATLEAST rNO DIAL BEFORE ��N'DAYS } � YOU DIG[ PRIOR TO I = MD AREAS • EXCAVATING ljjSERVING NINE SOUTHERN CALIFORNIA COUNTIES o LANDSCAPE QUANTITIES OP�y ClJCA TRACT 16369 TRACT 16369 TRACTS 16369 + 16371 TRACT 16371 LOT W (ARBOR LANE) LOT 'B' + LOT'A' LOT 'B' O O TOTAL SQUARE FOOTAGE: PASEO ENHANCED WINERY ENTRY (SW CORNER .(P�-� 1 ° ��� PAVING / BASE LINE RD. & LU 2 HARDSCAPE ONLY) VICTORIA PARK • LANE) I DESCRIPTION OF REVISION DATEAPPROVM Uj ! ! TOTAL ACRES: 0.21 0.04 0.02 0.44 CITY OF RANCHO CUCAMONGA �' TOTAL LMD AREA: 9315 sf 1660 sf 7703 sf 18962 sf 0 0 LANDSCAPE AREA: 4946 sf N/A 3961 sf 12636 sf 0 § >4 i I� li HARDSCAPE (INCLUDES COBBLE, PAVERS, 3607 sf 1660 sf 2880 sf 5531 sf TITLE SHEET AND SIDEWALK OVER 4 WIDE): t:� i BALANCE OF SIDEWALK AREA: 762 sf N/A 862 sf 1878 sf FOR LIVID ANNEXATION Y Y j COBBLE PERCENTAGE: 42.2% N/A 42.1% 32.4% VICTORIA ARBORS 0 TRACTS 16369 & 16371 DECORATIVE LIGHTS: 4 N/A N/A N/Ap f TREES: APPROVED ft DATE.-cZaZ&Z2 R I OCCIDENTALIS 0 0 2 0 'ago �„ CIN ENGINEER �GfiLi ��� RCE: 4953 OT TO SCALE cE c s occ E GEIJERA PARVIFLORA 8 0 5 0 DOM / PYRUS CALLERYANA'ARISTOCRAT' 12 0 0 0 DN, PN J LIQUIDAMBAR STYRACIFLUA 0 0 0 9 s CHURCH STREET ` � * W a * oR�►MM Withers and Sandgren, Ltd. P MAGNOLIA GRANDIFLORA ST. MARY 0 0 0 4 6 DN landscape Architecture L-1 of 23 LAGERSTROEMIA I. 'MUSKOGEE' 0 0 7 0 s a 3467 Goan vlow Boulevard, Suite A rqT Glendale. CA 91208 PISTACIA CHINENSIS 0 0 0 2Fop CHWV r.i: (ata) 2aa-aooa ram (eta) 235-aoaa �►WW PINUS CANARIENSIS 0 0 0 6 LW 2/7/2005 Z �� PROJECT SHT. NO. OF B C - 5 r CONSTRUCTION LEGEND M CL TYP. '- • '- ' ' I • ! '" /// C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS ! �� _ RIVER WASHED GRANITE COBBLES PER CITY OF RANCH CUCAMONGA STANDARD DETAIL 542 - - - - - - - - - - - - - - - r - - - - _I-- - (SEE DETAIL A, SHEET L-7) - -- -- --- -- - - - - - -'- -' - 0C - - - - - - - - _' 1 - 'r C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. (SEE DETAIL B, SHEET L-7). C - 3 TYP. Ir CONCRETE MOWCURB ON ALL EXPOSED EDGES OF COBBLE AGAINST PLANTERS (SEE DETAILS A & B, SHEET L-7). _ - - - _ - - - - - - -- - --- - - -_ _ _ � `` I C - 4 STREET LIGHTING PER STREET IMPROVEMENT PLANS LIMIT OF WORK C - 5 WINERY ENTRY PER ARCHITECTURAL PLANS, SEE SHEET L-4. y i 1 ,, • "� C - 6 COLORED CONCRETE BANDING IN MESA BEIGE (PRODUCT # C-12), FULL STRENGTH, LIGHT BROOM FINISH, BY ,• cb a• L.M. SCOFIELD COMPANY (323) 720-3000, SEE DETAIL C, SHEET L-7. " C - 7 COLORED CONCRETE PAVING IN SOMBRERO BUFF (PRODUCT #C-25), HALF STRENGTH, MEDIUM BROOM FINISH - - - - - L BY L.M. SCOFIELD COMPANY (323) 720-3000, SEE DETAIL C, SHEET L-7. C - 8 STUCCO FINISH SEATWALL WITH CONCRETE WALL CAP, SEE SHEET L-6 - DETAILS F AND H. 26+00 C - 15 TYP. _ - - LIMIt OF WORK STUCCO COLOR: LA HABRA X-434 (FALLBROOK), FINISH: SAND WITH MINIMUM OF 4 GRADES; ADD ACRYLIC C - 14RAMPADDITIVE TO FINISH COAT; MINIMUM 3/4" THICK MORTAR BASE; INSTALL PER MANUFACTURER'S SPECIFICATIONS , / 25+00 _ _---- ------� PER CIVIL RECOMMENDATIONS. ---- -� C - 15)]TYP. ENGIN�ER'S STRE T -------- �` C - 4 TYP. WINERY DRIVE IMPROVEMENT C - 9 TRELLIS PILASTER WITH EL DORADO STONE VENEER AND CONCRETE CAP, SEE SHEET L-5 - DETAILS A, B, D AND PLANS SHEET L-6 - DETAILS A, B, C, D. X i C - 14 TY C - 10 STEEL TRELLIS OVERHEAD, SEE SHEET L-5 - DETAILS A, B, D. BECTION 13-13-13- i R C - 11 PLANTER URN WALL WITH EL DORADO STONE VENEER AND CONCRETE WALL CAP, SEE SHEET L-6 - DETAILS E, F, G. SEE SHEET L-8 (� C - 12 PLANTER URN BY CLASSIC GARDEN ORNAMENTS, LTD. LONGSHADOW PLANTER MODEL # LS 9086 (GLENCOE 42" Q WITH ROUND BASE), SEE DETAILS E & G, SHEET L-8 AND DETAILS E & G, SHEET L-6. COLOR: # LS 0013 (KAFFE) ONE TONE WASH 0- WORK ALONG ARBOR LANE SECURITY: 48" STAINLESS SECURITY KIT # LS XXXX (LENGTH) �- LIMITED TO INSTALLATION �,� ' OTHER: HARNESSFOR LIFTING BOWLS # LS 0051 LL �� OF PAVERS, CONCRETE 0 _ PAVER BANDING, DRIVEWAY m C - 13 CONCRETE PLANTER WALL, SEE SHEET L-7, DETAIL D. m APRONS, AND IRRIGATIONC - 14 ANGELUS ANTIQUE COBBLE CONCRETE PAVERS, COLOR: CHARCOAL, STANDARD TEXTURE. PATTERN: I PATTERN. MAINLINE AND CONTROL Q PAVER SET ON CONCRETE BASE. 80MM PAVER FOR VEHICULAR TRAFFIC. 60MM PAVER ACCEPTABLE FOR Z I WIRES ALONG ARBOR LANE. PRIV/�TE YARDS YP. PEDESTRIAN ONLY AREAS. AVAILABLE FROM ANGELUS INDUSTRIES, 909-328-9115. SEE DETAILS G, H, I, J AND K, SHEET L-7. R.O.W. TYP. cl C - 16 TYP C - 15 6" OR 12" COLORED CONCRETE BANDING IN FRENCH GRAY (PRODUCT#C-14), FULL STRENGTH, MEDIUM BROOM i o II FINISH, BY L.M. SCOFIELD COMPANY (323) 720-3000. SEE DETAILS C, H, I, J, AND K, SHEET L-7. Q C - 16 DRIVEWAY APRON IN NATURAL GRAY CONCRETE PER CITY STANDARDS. REFER TO CIVIL DRAWINGS (VICTORIA ' d-� 'II i ARBORS STREET IMPROVEMENT PLANS) FOR ADDITIONAL INFORMATION. B . TRACT 16369 'LOT B' AND TRACT 16371 'LOT A TYP. V C - 17 DRAIN, SEE SHEET L-8, DETAIL F, NOTE NUMBER 1. ` C - 18 DRAIN LINE, SEE SHEET L-8, DETAIL F, NOTE NUMBER 2. C 4 I C - 19 DRAIN OUTLET TO BACK OF CATCH BASIN, SEE SHEET L-8, DETAIL F, NOTE NUMBER 4. I i _ _ _ _ _ __ _ _ _ _ _ __ _ _ __ _ _ _ MATC0, L NES F— RIGHT r-; -� ,.:...-- � � _, ��- - R.O.W. i!i TYP. KEYMAP TYP. T WALL LOCATION (TYPICAL) ( ) - SEE Rtd "WALL PLANS, VICTORIA ARBORS B TRACT NO. 16312-16314, 16369-16374" ! ' TYP. 1. C - 1 TYP. - - I — W LIMIT OF WORK C - 2 TYP. C - 3 C - 3 TYP. LIMIT OF WORK ! W SECTION A-A C - 3 �SEE SHEET L-8 ' � ' BOULDER SCHEDULE �- qE ® _/ O = 3' DIAMETER BOULDERS N ! r �°® CL a Z �i ® = 2' DIAMETER BOULDERS ! _CIO A f 8-1 - ®° �,. - • ' ' t 1 ° = 18" DIAMETER BOULDERS o / ca (nTYP. CL 00 BOULDERS ARE NOT TO BE HIGHER THAN 24" - 9--g- '- ' 101 W '- ' W-907"- ' » , i -—-—-—- ABOVE GRADE, SEE DETAIL A, SHEET L-5 FOR 37-3* \ C - 3 r ®�T , - _ COBBLE / BOULDER INSTALLATION. LIMIT OF WORK STREET R.O.W. - � U n n - 4 TYP. I I o , FC - 4] Y TYP. i DIAL BEFORE YOU DIG S'_3r ° I® C - 1 I C - 14 ,TYP. -800-422 DESCRIPTION OF REVISION DATE APPttOVIM 13-3 — CITY OF RANCHO CUCAMONGA ' o AT LEAST TWO PLAY IT SAFE. WORKING DAYS r - DIAL UDGI RE PRIOR TO EXCAVATING CONSTRUCTION PLAN r '— » FOR LMD ANNEXATION R .O.W. I I I 12-9 pp.,,� - _ y � . ��¢L., I ` SERVING NINE SOUTHERN CALIFORNIA COUNTIES VICTORIA ARBORS LIMIT OF WORK t` ;rxl #d . { , REFER TO VICTORIA ARBORS i c �" ,. MATC H L I N E SEE LEFT q t �� ' wlrH ' y�� APPROVED BY.• DATE. �� N: CITY ENGINEERVZRCE. 24953 LMD PLANS, TRACT 16372, �� �> I � ; s,k �,. t � ��^ �- � `'°� �'� , CITY DWG. NO. 1958-L Oa,,I j { A w � � .I o } .1 SDN PN REFER TO V CTORIA ARBOR ,;� =1 � Withers and Sandgren, Ltd. ARBOR LAN CFD 2001-01jpyl CITY DWG. 1983 f 10' 20' 40' * eh �WN Landscape Architecture PAZ Date 3467 Ocean Vlew Boulevard, Suffs A L-2 of 23 s�TF �p`cv Glendale, CA 91208 A: TRACT 16369 'LOT A' ,» _ 20' aF aU Tab c816, 238.3000 raxs c816, 236.3066 DRAWW 2Lw � 2/7/2005 PROJECT SHT. NO. OF WINERY THIS PORTION OF THE LMD TO BE DESIGNED AND MAINTAINED \ -� CONSTRUCTION LEGEND BY FILIPPI WINERY LIMIT OF WORK �- / C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS O'AD f C - 2 RIVER WASHED GRANITE COBBLES PER CITY OF RANCHO CUCAMONGA STANDARD DETAIL 542 (SEE DETAIL A, SHEET L-7) C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. (SEE DETAIL B, SHEET L-7). CONCRETE MOWCURB ON ALL EXPOSED EDGES OF COBBLE AGAINST PLANTERS (SEE DETAILS A & B, SHEET L-7). / / f C - 4 STREET LIGHTING PER STREET IMPROVEMENT PLANS /�� •� C \ C - 5 WINERY ENTRY PER ARCHITECTURAL PLANS, SEE SHEET L-4. C - 6 COLORED CONCRETE BANDING IN MESA BEIGE (PRODUCT # C-12), FULL STRENGTH, LIGHT BROOM FINISH, BY / •� o. L.M. SCOFIELD COMPANY (323) 720-3000, SEE DETAIL C, SHEET L-7. i C - 7 COLORED CONCRETE PAVING IN SOMBRERO BUFF (PRODUCT # C-25), HALF STRENGTH, MEDIUM BROOM FINISH // �, •� •, s BY L.M. SCOFIELD COMPANY (323) 720-3000, SEE DETAIL C, SHEET L-7. // / r� .� •, �� C - 8 STUCCO FINISH SEATWALL WITH CONCRETE WALL CAP, SEE SHEET L-6 - DETAILS F AND H. STUCCO COLOR: LA HABRA X-434 (FALLBROOK), FINISH: SAND WITH MINIMUM OF 4 GRADES; ADD ACRYLIC ADDITIVE TO FINISH COAT; MINIMUM 3/4" THICK MORTAR BASE; INSTALL PER MANUFACTURER'S SPECIFICATIONS I \// f •� •� ,. z�> RAMPS PER STREET RECOMMENDATIONS. i - - - - - - - — — — _ � IMPROVEMENT C - 9 TRELLIS PILASTER WITH EL DORADO STONE VENEER AND CONCRETE CAP, SEE SHEET L-5 - DETAILS A, B, D AND PLANS SHEET L-6 - DETAILS A, B, C, D. Jp ` �' '- ''` � ` " l •''' C 7 C _ 10 STEEL TRELLIS OVERHEAD, SEE SHEET L-5 DETAILS A, B, D. — — — — — — — — — — — — — .�ir4 F:(.,. .!Yr., 'S�:; d,:»„` ',b. } '�� : It C - 11 PLANTER URN WALL WITH EL DORADO STONE VENEER AND CONCRETE WALL CAP SEE SHEET L-6 - DETAILS E F G. - - - - - - - - - - - - - - _ - - -- _ - - - - - - _ _ Yf'"" :' *4 ' C - 6 W C - 12 PLANTER URN BY CLASSIC GARDEN ORNAMENTS, LTD. LONGSHADOW PLANTER MODEL # LS 9086 (GLENCOE 42" \\ C - 13 Z WITH ROUND BASE), SEE DETAILS E & G, SHEET L-8 AND DETAILS E & G, SHEET L-6. - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `� Y=' 4 i` i, . n� ( J COLOR: # LS 0013 (KAFFE) ONE TONE WASH SECURITY: 48 STAINLESS SECURITY KIT # LS XXXX (LENGTH) START OF PATTERN ' OTHER: HARNESS FOR LIFTING BOWLS # LS 0051 \ \ . t r.•; ;.a•, av,a r;Y MEASURED FROM INTERSECTION OF NN C - 13 CONCRETE PLANTER WALL, SEE SHEET L-7, DETAIL D. L.L. CENTER LINES Q \ r `' ^ �` C - 14 ANGELUS ANTIQUE COBBLE CONCRETE PAVERS, COLOR: CHARCOAL, STANDARD TEXTURE. PATTERN: 1 PATTERN. IN PAVER SET ON CONCRETE BASE. 80MM PAVER FOR VEHICULAR TRAFFIC. 60MM PAVER ACCEPTABLE FOR C - 11 PEDESTRIAN ONLY AREAS. AVAILABLE FROM ANGELUS INDUSTRIES, 909-328-9115. SEE DETAILS G, H, 1, J AND K, / ,F ,z r :» ' �'� LLQ r, • 4J7 s' a r v y X:: ' s _ SHEET L-7.�`...••\\ �r r. ^. w.,," v�~ '` 4• ;�? ' / C - 8 - O f— C - 15 6" OR 12" COLORED CONCRETE BANDING IN FRENCH GRAY (PRODUCT # C-14), FULL STRENGTH, MEDIUM BROOM C - 10 V FINISH, BY L.M. SCOFIELD COMPANY (323) 720-3000. SEE DETAILS C, H, I, J, AND K, SHEET L-7. SFS 0N > C - 16 DRIVEWAY APRON IN NATURAL GRAY CONCRETE, PER CITY STANDARDS. REFER TO CIVIL DRAWINGS (VICTORIA ARBORS STREET IMPROVEMENT PLANS) FOR ADDITIONAL INFORMATION. C - 8 `v - C - 1 TYP. j FF �i0 I C - 7 C - 17 DRAIN, SEE SHEET L-8, DETAIL F, NOTE NUMBER 1. C - 18 DRAIN LINE, SEE SHEET L-8, DETAIL F, NOTE NUMBER 2. - - - - - - _ o C - 19 DRAIN OUTLET TO BACK OF CATCH BASIN, SEE SHEET L-8, DETAIL F, NOTE NUMBER 4. 00 LMIT yl \ GUTTED PER STREET IMPROVEMENT PLANS I� �! z KEYMAP WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA ARBORS C - 4 TYP. TRACT NO. 16312-16314, 16369-16374' � CRO I / I U W REFER TO VICTORIA ARBORS it D CFD 2001-01 PLANS i CITY DWG. # 1877 T �--- Q C: TRACT 16371 , 'LOT B' o V > --_��IN ROAD �t C - 17 1301.2 TG ��N 1298.4 INV C - 18 S = 0.0155 12.9' ' I � C - 17 1300.6 TG I i ODM 1298.6 INV C - 18 S = 0.0223El 0 13.4' I �� -- S = 0.0223 DESCRIPTION OF REVISION DATEcny ❑LJ ❑ / � C - 18 26.9' i a ❑ _ ❑ CITY OF RANCHO CUCAMONGA BOULDER SCHEDULE CONSTRUCTION PLAN C - 19 1299.78 TC O = 3' DIAMETER BOULDERS FOR L.M ANNEXATION , 1297.5 INV' DIAL BEFORE YOU DIG VICTORIA ARBORS p I I 2' DIAMETER BOULDERS 1.800-221-2600 TRACTS 16369 & 16371 F-�11 EP-1i D 'A"DscaPf \�\ U0 = 18" DIAMETER BOULDERSy� - • \\ F-1 1300.10 TG i Jc s,,� ��� APPROVED BY. / DATE. \ C - 17 PLAY IT SAFE. AT LEAST TWO 1298.1 INV o CITY ENGINEER G� 1 / RCE. 2 9S3 _ DIAL BEFORE WORKING DAYS DEM BOULDERS ARE NOT TO BE HIGHER THAN 24" YOU DIG! v EXCAVATINGPRIOR ` QS DN, PN Withers and Sandgren, Ltd. ABOVE GRADE, SEE DETAIL C, SHEET L-4 FOR 10 20 400 W1 Ra ORANM Landscape Architecture Pw COBBLE / BOULDER INSTALLATION. SERVING NINE SOUTHERN CALIFORNIA COUNTIES ST �4• DN 3461 Ocean Vlew Boulevard. sunk A L-3 Of 23 C : TRACT 16371 , 'LOT B' PLANTER DRAINAGE qTF ® Glendale. CA 91208 1" 20' OF CAu� CHECKED talc (818) 236-3008 Fox: (816) 236-3066 DRAWM Not Lw 2/7/2005 PROJECT SHT. NO. OF 2x6 R5 GAP �� =-.---• 3x5 24" O.G. W/ (/2"Xl" LAG BOLT I�_6• 3/4" GHAMPHER 3x5 REDWOOD 24" O.G. EA SUPPORT AT ENDS 5 I/8x13 1/2 R5 Zxb R5 FEL I-T,-0r NCE 2x4 R5 FRAME �1 CHAIN HUNG 5ANDBLA5TED CURVED GLB --- 6 3/4x16 1/2 OLD WOOD SIGN, BY OWNER TOP OF HARDSURFACE 5 I/8x13 1/2 310" W&H / 6 3/4x161/2 R5 -03 "= y ° �+ 1 cLB $A GGA RETE i GAP BEELOk 1 [oilk� ' "L• 7x- 3x3GA. _ /NEWEL POST BALL W/ 2-3/4"m T HRU O \ I MATCH GATE 4" 4m L 13 FENCE TO i lC ("45-118) ON 4x4 TUBE BOLT5 4 0 0 MATCH 6i�TE WELDED TO GATE 2- x - �SIMPSON 3 GA. t FRAME BOLTS ' •'• . GGO W/ 4- 3/4"(P THRU BOLTS I j - • . a.. ; HAMMERED i I METAL FALSE00 2x6 R5 CAP �, — HINGES ! ' —� 4x2xI4GA TUBE 3116 HAMMERED = s . 5 I/6x13 1/2 R5 ** 3x5 D'WD. FRAME ( 61-4X2X14-24) #6 EA. CORNER METAL PULLS ti= _ �Q CURVED GLB 24" O.G. 2x6 R5 GATE axa I GROUT AND MIDPOINT P`� PLATES 2x4 R5 FRAME SOL • 4 € RS - STONE VENEER 6 3/4x161/2�: OVER MORTAR #3 TIES 16' O.G. GLB E SETTING BED — — $A $B 24"W x 30"H BRONZE � TI• � TOP OF HARD SURFACE SWM El.E1/ATION L-4 L4 '� PLAQUE PROVIDED 7 I• 1 I VAT TYP m BY OWNER, TYP. - •. NOTE T5 5x5x1/4 — _ — SEE 1/L-4 FOR HEAVY WOOD GATE STONE VENEER, 3 - :-rF % ry:-<: COLUMN I ADO'L INFO. "ELDORADO STONE" _ ' STONE VENEER _ _ ROD TABLE TENSION LUGERA HILLSTONE 1 — TEGHNIGUE WOVERO)OUT 2x4 R5 FRAME � — 3 TOP OF WALK XMIN N 30' LAP 3x5 REDWOOD 24" O.G. � 2x6 R5 FENCE BEYOND�\ — — — — FIN. GRADE 5 I/6XI3 1/2 R5 L 6 \, CURVED CL B L_7 NP TS4x4 SUPPORT POST " ;- - arNO�, PROVIDE PULLS . �. , .. ..=1. .. ,... , .C. _; V. AND FALSE HINOE5 I HINGE E " ° 6 3/4x161/2 R5 3x5 REDWOOD MATERIAL ON EXTERIOR SIDE—� c �-(*440201-5C� , Y� J a ! :j ' 1 °. . • v , i`F- : �B T1HE WINERY AVAILABLE ONSITE FROM # • r.I 4x2xI4GA TUE 1• — -4 LID ° - CONCRETE i FRAME ('�61-� X2XI4-24) _ I CAP ROOF Plan 1 2x6 R5 GATE '::: .... ..... .._ ....„... •: •. • . ._ . I 2x4 pd FRAME N .5% , I I7 I. ITEMS MARKED MARE � I I i _ '-0" FROM THE "KING ARCH. € �� I i I i STONE VENEER, **NOTE _ METALS" CATALOGUE � ol LUGEERA HI� STONE"LLSTONE = AVAILABLE ON MATERIAL FROM3�"6r 10'-0" GMU SITE 2. PROVIDE HEAVY DUTY - ' �- L------- Jr V hVOVERGROUT Q f. THE WINERY WALL LOGKA-ATCH AND CANE ' ` I, 31-0" I, TECHNIQUE ) BOLT FOR EA. LEAF. 41-q* \ TYP b HEAVY WOOD G SWTION TMM GATE $-3r � PENM GMU SITEGATE WALL ' I EST �T � EATON8 PilasterSectl n � 6 ... . .... .............. .............................................. ........ ...... ......... ....... . ............. .......... GatoDetalls , �r r L -4 N r 3x 4 I x�1 G T 52 O.C. W/ LA BO 5 8 i3 I /2 L M l 4 / x /2 .............................. ..........I......................................... .................................... ......................... ........... ............... ................. ..... ........... ....................m..... ............. . ................. -----------.......... 4 TYP = 3 G HAMPH R OLD. EA SUPPORT / E L- AT ENDS '`':`:'` ` ` >a: '' : w. 1 r 3-O FENCE TO MATCH b /4x16 1/2 OLBGMU SITE I GATE FENCE MATCH " WALL • CMU SITE O GATE I ' r 7$a 51MP50N 3 GA. L4 WALL PAVERS OR I Q 3/4"(P O GGW/ 4- STAMPED GONG. - TNRU BOLTS CONCRETE GAP 4"4" \ . 3'-$" • • S(1 a ♦ s I , I , s s E 'P O E ......................... 1 ,� T 5-O s 54x4 a a GA TE •:. � SUPP T ;'� .' 6 EA. CORNER ::;•:•:;::::::;�:�:::::.... ......................... :•�:�::•:� ?�s>t:#`>:::�� `:� ?� �: e 1 1 : AND MID OINT ; r..0 71 I II II I �y,[a PILASTER SHOWN PROVIDE 2" G.O. FROM 0 �1 SEE SOUTH ELEVATION AT GROUND LEVEL c #3 TIES I " O.G. NT}f /A ON -. BELOW GRADE TO — — — FOR NOTES ABOVE LONG. GAP NEAR MAIN BEAM. GAP OFF m ° J t Q AT BOTH ENDS. it d� End Detail 9 TS 5x xI/4 — -" $x$xlb � � �r�� GOLU I :; SOLID OUT Elevations 1140403 Floor Plan STONE NEER OVER RTAR 3" SITE WALL BY all #6 DO LS — — — — ' 'I SETTING 13ED DEVELOPER y PAVEF 5 OR MIN 30' LAP .. / 5TAMF ED CC N a — — — — FIN. 6RADE I"DIA. PULL 2 FILIPPI Y4INERY PAINT BLACK L- ENTRY ARBOR 34' .... ..... ........ .............. . .. .... .... .......�.............. ::: I�' I�' a� DESCRIPTION OF REVISION DATE AwaR�aVEOt RENT .. .. .1. ..... ..... �. 1.. ,.7 . ..�.t ..dJ SITE WALL 13Y '�lE. A OQ► DEVELOPER _ ' J - '.a .:: Via ; °, r. .. - — W` CITY OF RANCHO CUCAMONGA . ...................................................... .. , _ — s (,....: . 1 f r k4ALK5 BY v m 1 DEVELOPER' CONSTRUCTION DETAILS ...... .................... ............. .............. . _ . NGRE 1/4" HAMMERED METAL - . ::::.: .... ... ..... i I : .................................................. �, t_ �..< ,., ._ I I I 10TING PLATE. PAINT BLACK FOR LMD ANNEXATION _ VICTORIA ARBORS LA�xAPING TRACTS 16369 & 16371 " 5Q. I L J I I'-6" BY DEVELOPER Q� L 6 r L I 3116 HAMMERED /��• -- METAL PLATE. r-�Ii'�'' I ■ ' — $ Z ------- U APPROVED BY: - DATE ^-=- --' PAINT BLACK p� CITY ENGINEER RCE: 24953 FOO INC 3'_0■ P 4 .0 4'-q" I'-q" Q DESIGN RECON !7 .,." t APitassi Architects p $'-3r (A ' rcWithers and Sandgren, Ltd. o�wN PAG>d Landecope Architecture CNW 3417 Ocean View BouLvold, Sutt� A � L"4 of 23 End Detail Sf� 10 Pilaster Section 7 Hine & Pull ; �. 5 Site Plan 4 ~ CKCIM T.& (6t6) 239-3006 CA 91208 239-3066 DRAWM NO. 1 vr�r� PROJECT SHT. NO. OF VARIES CL PLANTER & TRELLIS 2 3 _ 36' 9" 4 _ EQ. EQ. — o , 00 2 1 . TS 6"x12"x1/4" CROSS MEMBER, PER PLAN, SEE SHEET L-5, DETAIL D AND SHEET L-6, DETAIL B. 2. TS 8"x12"x1 /4" BEAM, CURVED PER PLAN AND CENTERED ON CONCRETE CAP, SEE SHEET L-5, DETAIL D AND SHEET L-6, DETAIL B. C CL 3. CONCRETE CAP, SEE SHEET L-6, DETAIL D EQ. EQ. _ EQ. EQ. 4. PILASTER WITH STONE VENEER, TYPE PER CONSTRUCTION PLAN, SHEET L-3. TOPS OF PILASTERS SHALL BE LEVEL. SEE SHEET L-6, DETAILS 4 A & C. 5. TRELLIS END LENGTH. SEE SHEET L-6, DETAIL B. moo. A TRELLIS — E/W ELEVATION SCALE: 1 " = 4'-0" _ EQ• ALIGN ALIGN EQ• _ 14' 2'-9" 11'-6" 2'-9" -73 E . I o, N EQ.--7 1 _ I � R� 2 CL ARC A \ / \, 5 CL ARC B R29 -6 CL ARC C R36,_0» \ / �G 25 1 . TS 6 fix12 fix1/4 CROSS MEMBER, PER PLAN, SEE SHEET L-5, DETAIL D EQ. E( • AND SHEET L-6, DETAIL B. s�� Cj 2. TS 8"x 12"x 1/4" BEAM, CURVED PER PLAN AND CENTERED ON Quo Q�- CONCRETE CAP, SEE SHEET L-5, DETAIL D AND SHEET L-6, DETAIL B. 0- �Q ' t 3. CONCRETE CAP, SEE SHEET L-6, DETAIL D C� 4. PILASTER WITH STONE VENEER, TYPE PER CONSTRUCTION PLAN, SHEET L-3. TOPS OF PILASTERS SHALL BE LEVEL. SEE SHEET L-6, DETAILS �G A & C. 5. SIDEWALK / PLAZA. SEE SHEET L-5, DETAIL D. C \ / 6. PILASTER FOOTING. SEE SHEET L-6, DETAIL A. / B TRELLIS — SECTION SCALE: 1 " = 4'-0" \ / / DIAL BEFORE YOU DIG 1-800-221-2600 `A",gyp D 'dl-F ?o \ 7 PLAY IT SAFE. DIAL BEFORE AT LEAST TWO * a r WORKING DAYS e e a at* S � 5 PRIOR TO YOU DIG! 0 EXCAVATING \ i / SERVING NINE SOUTHERN CALIFORNIA COUNTIES DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA 1 . 4' WIDE PLANTING AREA AT GRADE. SEE PLANTING AND MULCH NOTES, SHEET L- 16. CONSTRUCTION DETAILS 2. 10" CONCRETE PLANTER WALL. SEE SHEET L-7 — DETAIL D. FOR LMD ANNEXATION 3. EL DORADO STONE VENEER PLANTER URN WALL WITH CONCRETE WALL CAP. SEE SHEET L-6, DETAILS E, F & F. VICTORIA ARBORS 4. PLANTER URN. SEE CONSTRUCTION DRAWING, SHEET L-3, FOR MFG. SEE SHEET L-8, DETAILS E & G. TRACTS 16369 & 16371 CONTRACTOR TO PROVIDE POSITIVE DRAINAGE FROM URN INTO ADJACENT PLANTER, SEE SHEET L-6, DETAIL E. 5. STUCCO FINISH SEATWALL WITH CONCRETE CAP. SEE SHEET L-6, DETAILS F & H. ' 6. EL DORADO STONE VENEER PILASTER WITH CONCRETE CAP. LOCATE CENTER OF PILASTER ALONG INTERSECTIONS OF ARCS AND RADIALS PER PLAN ABOVE. SEE SHEET L-6 APPROVED 8Y. ' CITY ENGINEER RCE: 2495-3 DETAILS A, C & D. HEIGHT OF PILASTERS LEVEL THROUGHOUT. DOM 7. TS 83#x12"x1 /4" BEAM, CURVED AS SHOWN ABOVE AND CENTERED ON CONCRETE PILASTER CAP. SEE SHEET L-5, DETAILS A & B. DN, PN 8. TS 63;x12"xl /4" CROSS MEMBER FIELD WELDED TO TS BEAM. SEE SHEET L-5, DETAIL A & B. Withers and Sandgren, Ltd. DpAm Landscape Architecture PAN DN 3447 New Vier Boulevard, sub° A L-5 of 23 D TRELLIS, PILASTER, WALLS AND PLANTER LAYOUT PLAN SCALE: 1 " = 4'-0" C NOT USED T.h `°'°' 23fy e 0a,�'`°°' 236_3066 '0ZZ -L - PROJECT PROJECT SHT. NO. OF 3„ L 1 ,_6" I 3" PIAN I 2 I I 1 ,?6„ SECTION 2 2 3 4 N4 w w 5 J 1/2" RADIUS- 3 I. LL PLAN VIEW: a O 5 �v SECURITY KIT STAINLESS STEEL FLANGE 4 (3" DIA.) WITH OPENING THAT ALLOWS 6 DRAINAGE AND IRRIGATION PLANTER DRAINAGE OPENING xLiJ C -1 ONCRETE SAND OPENING IN 1. TS 8x12x1/4 FIELD WELDED TO STEEL PLATE. 2. 12x12x3/8" STEEL PLATE FILLET WELDED TO TOP OF POST I SECURITY KIT STAINLESS STEEL RODr W (1/2" DIa) 3. P.I.P. CONCRETE PILASTER CAP, COLOR: NATURAL GRAY, FINISH: LIGHT WATER WASH; I WITH 4-1/4" 0 HOLE AT CENTER FOR SUPPORT POST. > IRRIGATION SUPPLY 4. 4" 0 STEEL SUPPORT POST, SCHEDULE 40 (1/2" DIA. SCHEDULE 40 PVC) 5. EL DORADO STONE VENEER, TYPE PER CONSTRUCTION PLAN, SHEET L-3, ON MORTAR SETTING BED PER MANUFACTURERS RECOMMENDATIONS. 6. 12x8x12 CMU COLUMN, SEE DETAIL A, SHEET L-6 7 O 7. WELD. GRIND ALL WELDS SMOOTH. REMOVE SLAG AND SPLATTER. 8. 4 BAR d. 8 0 NOT USED 36: D CONCRETE CAP ON PILASTER 7. z 8. ° ° PLAN SECTION 2 -III-III-I I "a 10. p • 2. -111=1 11=I 11- P �, 4 -III=-I a -III_-_III-III_ V v . I ' -1 11=11_ .° -__ I ISI N 5. (Y °. •. 4. a 4. 5. I;-1 l I- ° �. A ° ° 111-111-III; 0 0 5 I�I I - I I-I I!-I i I- 04 . A -III III �I _ i I 1 I-1111 Ill-!11=1 I i=1Tl- -III a •� a -I I I - ,. I_.I I► I I Ivi - v' _ v - / .� v Illll-15" I- 3 ' 12 _ _ II I '� . III - 5 6 54' - - ie MIN. TYP, LEGEND: 1. CONCRETE CAP 1-3/4" OPENING FOR INSTALLATION OF URN/SECURITY ANCHORING, DRAINAGE 4 1. TS OVERHEAD TRELLIS, SEE DETAILS A, B & D. SHEET L-5. AND IRRIGATION; SEE SHEET L-6 - DETAILS F AND G (PLAN VIEW), AND SHEET L-8, 2. CONCRETE PILASTER CAP, SEE DETAIL D, SHEET L-6 DETAILS E & G. 8 1'-3' 3. EL DORADO STONE VENEER, TYPE PER CONSTRUCTION PLAN, 2. 8"x8"x18" CMU BLOCK WITH #4 REBAR AT 24" O.C. TO BE FILLED WITH CONCRETE. GROUT ALL SHEET L-3, ON MORTAR SETTING BED PER MANUFACTURERS CELLS SOLID. RECOMMENDATIONS. SET VENEER AT A BATTER RATIO OF 1:12. 3. SEAT/URN WALL WITH EL DORADO STONE VENEER, LUCERA HILLSTONE WITH OVERGROUT LEGEND: TECHNIQUE, INSTALL ON MORTAR SETTING BED PER MANUFACTURER'S RECOMMENDATIONS. 4. 12x8x12 CMU COLUMN, GROUT ALL CELLS 4. EXPANSION JOINT. SEE DETAIL C. SHEET L-7 1. TS BEAMS AND CROSS MEMBERS. LAYOUT PER DETAIL D. SHEET L-5. 5. 4" STEEL SUPPORT POST, SHEDULE 40 5. CONCRETE PAVING PER DETAIL C, SHEET L-7 2. END CAP WELDED FLUSH WITH TUBULAR STEEL (FILLET WELD). FINISHED GRADE PER CIVIL DRAWINGS. 6. #4 BAR, 24" O.C., ALTERNATING BEND 6. 1/2" SHEDULE 40 PVC FOR IRRIGATION, PROVIDE 1• PLANTER URN, SEE SHEET L-8, DETAILS E & G. 7. STEEL PLATE WELDED TO POST, ANCHOR BOLT TO FOOTING, 7. 1/2" DIA. STAINLESS STEEL THREADED ROD, WITH A 1/2" STAINLESS STEEL NUT AT THE SEE DETAIL C, SHEET L-6 BOTTOM, SEE DETAIL E. SHEET L-8 FOR INSTALLATION INSTRUCTIONS 2. PLANTER URN WALL WITH CONCRETE CAP, SEE SHEET L-6, DETAIL G & F. NOTES: S. PLANTER DRAINAGE OPENING (1-1/2" DIA.), SHEET SHEET L-6, DETAIL E 8. EXPANSION JOINT, SEE DETAIL C, SHEET L-7. 9. DRAINAGE CHANNEL - WATER PROOF ALL SURFACES WITH EIASTO-DECK BT AND PROVIDE 3• CONCRETE - HEIGHT VARIES UNDER DRAINAGE CHANNEL TO ALLOW A MIN. 29 1. BEAMS AND CROSS MEMBERS TO BE MADE OF TUBULAR STEEL 9. FINISH GRADE PER CML DWGS. POSITIVE DRAINAGE TO PLANTER AREA, SEE SHEET L-6, DETAIL E. POSITIVE DRAINAGE FROM PLANTER URN TO PLANTER AREA 2. ALL STEEL MEMBERS TO HAVE VENT HOLES TO PREVENT MOISTURE BUILD-UP. 10. CONCRETE - HEIGHT VARIES TO ALLOW POSITIVE DRAINAGE, SEE DETAIL E. SHEET L-6 3. ENDS OF BEAMS AND CROSS MEMBERS TO BE CUT AS SHOWN ABOVE. ALL ENDS 10. CONCRETE FOOTING 11. 15 TIES, 16" O.C., CONTINUOUS HORIZONTAL 4. DRAINAGE CHANNEL - WATER PROOF ALL SURFACES WITH ELASTO-DECK BT TO HAVE FLUSH WELDED END CAP. 11. FIVE #5 BARS, HORIZ. BOTTOM OF FOOTING EACH WAY 12. 15 BAR ALTERNATING BEND, 16" O.C., 3" CLR. FROM EDGE OF FOOTING, TYP. 5. 3" WEEP-HOLE IN PLANTER URN WALL 4. GRIND ALL WELDS SMOOTH. REMOVE SLAG AND SPLATTER. 12. 959 COMPACTED SUBGRADE 13. 5% COMPACTED SUBGRADE 6. CONCRETE FOOTING, SEE SHEET L-6, DETAIL G. 5. PAINT ALL EXPOSED METAL MEMBERS WITH POLYAMIDE EPDXY PRIMER AND TWO COATS RUSTOLEUM. PROVIDE COLOR SAMPLE FOR APPROVAL. NOTE: DO NOT USE MOLD RELEASE MATERIAL ON CONCRETE 7. CONCRETE PLANTER WALL, SHEET SHEET L-7, DETAIL D. 6ALL SHOP AND FIELD WELDS ON STRUCTURAL ELEMENTS WILL REQUIRE A FORM IN AREAS WHERE STONE VENEER WILL BE MORTARED TO . 8. STUCCO FINISH SEATWALL, SEE SHEET L-6, DETAIL H. CERTIFIED WELDER AND A CERTIFIED INSPECTOR TO BE ON-SITE. CONCRETE. J NOT USED G PLANTER URN WALL E PLANTER URN WALL DRAINAGE B END CAP ON TUBULAR STEEL A STONE VENEER PILASTER _ 2'-6" 1. 2' �. 42 1 12DIAL BEsFo�nE2soOoU DIG � v��pF . . 4. � PLANTER URN WALL CAP 2 4. SECTION PIAN 2 3. 1. 3. ( I w 30" 2• 4' " ° D PLAY IT SAFE. AT LEAST TWO a r 5. I 6. 2. �� DIAL BEFORE WORKING DAYS * w a• SEATWALL CAP PRIOR To You DIGI sr `P o EXCAVATING orOF CAU 5• SERVING NINE SOUTHERN CALIFORNIA COUNTIES LN 3. 7. 9. = a I I=1 1=1 I v -J�, 111=I I 3 �- 8. II=1I1= 4 I D o 0 5 I 3 DESCRIPTION OF REVISION DATE I l=j10. a IEE ,I I , .I 11 9. 6. 7. a01 : CITY OF RANCHO CUCAMONGA 30 1 LEGEND: - 1. POURED IN PLACE CONCRETE CAP, SEE DETAIL F, SHEET L-6. LEGEND: CONSTRUCTION DETAILS 2. 8"x8"x16" CMU BLOCK, GROUT ALL CELLS SOLID. FILL CENTER VOID WITH SLURRY. LEGEND: 31. EL DORADO STONE VENEER, SEE DETAIL A, SHEET L-6 FOR LM D ANNEXATION . ELASTO-DECK BT TYPE II WATERPROOFING MEMBRANE BY PACIFIC POLYMERS INTERNATIONAL, INC. (714) 898-0025, WHERE SOIL WILL BE ADJACENT TO WALL. 1. POURED-IN-PLACE CONCRETE CAP FOR PLANTER URN WALL AND 2. CONCRETE PILASTER _ VICTORIA ARBORS INSTALL PER MANUFACTURER'S SPECIFICATIONS. NON-POLYSTYRENE PROTECTION SEATWALL. SEE SHEET L-5, DETAIL D AND SHEET L-8, DETAILS H 3. 4" � METAL SUPPORT POST BOARD MUST BE USED PRIOR TO BACKFILLING. FIN SH:OLT.�SAND BLL.YOUT ASTALLS AND CAPS. COLOR: NATURAL GREY. 5. �00'xxlO x CMU, M' SEE ETAL LEVELING IS SHEET PLATE WELDEDOTOPILASTER BOTTOM OFCTION POST. TRACTS 16369 & 16371 4. SEATWALL WITH STUCCO FINISH PER CONSTRUCTION PLAN. LANDSCAPE ARCHITECT 2. 1-1/2 RADIUS (TYP.) } FILLET WELD TO APPROVE SAMPLE. STUCCO BY LA HABRA PRODUCTS, ANAHEIM SALES OFFICE 3. 8"x8"x16" CMU BLOCK, SEE SHEET L-6, DETAILS G & H. 6. #4 BAR, 24" O.C. (714) 774-1186. 4. THREE #4 BARS, CONTINUOUS HORIZONTAL 7. 4-3/4"4 ANCHOR BOLTS, EMBED 9" MIN. APPROVED 8Y: DATE: 4:2� 5. EXPANSION JOINT. SEE DETAIL C, SHEET L-7. 5. 14 BAR, ALTERNATING BEND, 24" O.C. 8. 1" DRY PACK BELOW PLATE CITY ENGINEER RCE: 249,53 6. CONCRETE PAVING PER DETAIL C, SHEET L-7. FINISHED GRADE PER CIVIL PLANS. 9. CONCRETE FOOTING, SEE DETAIL A, SHEET L-8 7. CONCRETE FOOTING. NOTE: SEE DETAIL G. THIS SHEET, FOR ADDITIONAL INFORMATION ON OESID 8. 3-#4 TIES, CONT. HORIZ., AT 12" O.C. 3" CLR. FROM BOTTOM OF FOOTING. OPENING IN CAP FOR URN/SECURITY ANCHORING, DRAINAGE AND DN, PNN P5_11 9. 14 BAR, ALTERNATING BEND, 24" O.C., 3" CLR. FROM EDGE OF FOOTING, TYP. IRRIGATION. DRAM Withers and Sandgren, Ltd. PA09 10. 95% COMPACTED SUBGRADE. DN Landscape Architecture L-6 of 23 N3401' OTUSEDH SEATWALL (f) CONCRETE oc.w VI•w 8oul•vord. Suff• A K CAP FOR SEATWALLS C PILASTER POST ANCHORING GI-300 . CA 9,200 CFIE� T.h (btd) 236-304b ram (aib) 236-3066 DRWW ?'L LW 2/7/2005 PROJECT SHT. NO. OF CL PAVINC3 CASE 1 MORTAR EVEN WITH FIAT SIDE U 6'-10" TYP. 1, ?• CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. 1 E . E \�O'. PRECAST CONCRETE PAVERS " COBBLESTONE SIDEWALK CONCRETE HEADER - 1 2 RADIUS SEE PLANS FOR MANUFACTURER EXPOSED EDGES AND FINISH PER PLAN ) ?`,. a' 2. """' �'� SEE CIVIL DWGS. FOR FINISHED GRADE 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE a �� ti a 1" COMPACTED SAND BASE2* IN PLANT BED CROSSINGS) a ,4 d a a• d a c �„ 6 OR 8" FINISH GRADE 6 _ 4 REBAR 16 O.C. BOTH WAYS EE NOTE 3" MINIMUM CONCRETE BED t7'*-T1r 1 r - y E a . . { td 1 WIDE CONCRETE BAND WITH o UNDERNEATH COBBLESTONE E a 12/4 RADIUS ON ALL CORNERS. - - , - - LOCATE PER PLAN) 3' MIN. SOIL DEPTH AT ;,ppa CASE 2 8Ot1LDER PER STD 542-A FLUSH WITH DOWELED EXP. JOINT ( EDGE OF COBBLE (SEE DETAIL C, THIS SHEET WHEN ADJACENT I I=III III=I I I I I= T_ .:'3_: g" MATERIAL WILL BE CONCRETE; COBBLESTONE 12 EXCEPTION: WHEN ADJACENT TO PLANTING, -� - DO NOT USE DOWEL FINISH GRADE f SHALL BE 2" BELOW CONCRETE. i 3 RE-BAR CONTINUOUS :%1,:l ::• ".•.'• ' III-III-III ( UNLESS OTHERWISE INSTRUCTED) fi 3-1/2' MINIMUM CONCRETE BED CL ---- CASE 3 --� 8" -24" i--- LEGEND: '� • '?._. _.e • ---- 2 MAX. „ MORTARED STONE SWALE 1. 6" CONCRETE BAND AT EDGE OF OCTAGONAL ENHANCED LDEPTM PAVING AREA. SEE DETAILS C AND H SHEET L-7. I=i ( (-� I -I (-) -I I-I i �'w'• : ' 4" PROVIDE DOWELED JOINTS WHENEVER TWO SEPARATE CONCRETE I I i=) I I- I I-III- CONCRETE BASE POURS WILL BE ADJACENT ONE ANOTHER. III= =111- 5% COMPACTED SUBGRADE NOTES: " " COBBLESTONE 4' CONCRETE BED CONCRETE CURB 2. OCTAGONAL ENHANCED PAVING IN CONCRETE PAVERS, SEE (TYP.) 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8 EXPANSION BENEATH COBBLE W/13 BAR PLAN FOR MANUFACTURER AND DETAILS G, AND H, SHEET L-7. JOINTS AT 20'-0' O.C. 2. 8" WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY- 2' MIN. / 4' MAX. RAD. FIRST POUR SECOND POUR MAINTAINED TURF. a " CURB & GUTTER SEE DETAIL FOR NOTE: OBTAIN APPROVAL OF FORMS BY CITY REPRESENTATIVE PRIOR 3. CONCRETE TO BE 520-C-2500 MIN. _ 8 PCC MOW CURB END CONDITION TO PLACING ANY CONCRETE. 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE PER CITY STD. 534 AREAS, AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. PLANTER AREA ' .d a a a I PAVING LAYOUT AT WINERY ENTRY H CONCRETE PAVERS (E) NOT USED B MOW CURB - STD. 534 SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES (TYP.) 3' MIN. / 4' MAX. RAD. COLORED CONCRETE BANDING.SEE STREET IMPROVEMENT PLANS FOR FINISHED ON PCC MOW CURB GRADE. COLOR AND FINISH PER PLAN. PER CITY STD 534 10'-0" TYP. 3. TYP.SLAB REINFORCING#4 CONTINUOUS COBBLESTONE E E LEGEND: ON CONCRETE CHAIRS.VERIFY WITH HARDSCAPE CL 4. 1. 12" CONCRETE BAND AT EDGE OF OCTAGONAL ENHANCED SOILS ENGINEER DURING SUBGRADE EVAL. 6 PAVING AREA. SEE DETAILS C AND H SHEET L-7. EXP.JOINT TYP. PROVIDE DOWELED JOINTS WHENEVER TWO SEPARATE CONCRETE FILL VOID WITH APPROVED ELASTOMERIC N POURS WILL BE ADJACENT ONE ANOTHER. COMPOUND,COLOR TO MATCH CONC. 2. OCTAGONAL ENHANCED PAVING IN CONCRETE PAVERS, SEE COLORED CONCRETE PAVING WITH#3 ON 24" PLAN FOR MANUFACTURER AND DETAILS G, AND H, SHEET L-7. CONCRETE CHAIRS,24"O.C.,EACH WAY. EXISTING CURB 2. r a x COLOR AND FINISH PER PLAN. SEE CIVIL 3. SIDEWALK PER STREET IMPROVEMENT PLANS. PLANS FOR FINISHED GRADE. END CONDITION Ld 4. DRIVE APRON IN NATURAL GRAY CONCRETE, PER STREET 1/2" VARIE VARIES VARIES NOTES: IMPROVEMENT PLANS. RADIUS FIRST P SECOND POUR FIRST POUR 1. CONCRETE CLASS 520-D-2500. ,� 5. PARKWAY PER STREET IMPROVEMENT PLANS. TYPICAL 2. ROCK SIZES, UNLESS OTHERWISE, SPECIFIED, SHALL BE: 1 $,-=3" �'�.` > 8 � I ` 1 i= BOULDERS: MAX. YON - MIN. 20' ' d 6. GUTTER PER STREET IMPROVEMENT PLANS. " 2. : o v o_o v a. o COBBLESTONES: MAyc. 18' - MIN. a' WITH ONE FLAT SIDE K Q _ _ �-= • ---�- O 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 7. CONCRETE DRIVEWAY BY OTHERS. 1'1/2" 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT MIN. TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK" IS ALLOWED) 5. A SAMPLE AREA, MIN. 40 SQ. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO ", W I I I-III- I PROCEEDING WITH REMAINING ROCK WORK. r r r i•'r,:'y ' I-' #3 x 18"DOWEL,CENTERED AND LOCATED 8. FINAL. RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 24'O.C.WITH CARDBOARD OR PVC SLEEVE ON 7, ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE EXPOSED END BEFORE SECOND POUR. IRON CONTENT. 95%COMPACTED SUBGRADE OR 8• ALL COBBLE STONE AREAS SHALL HAVE OOXO' CONCRETE HEADER AS AN EDGE AT PLANTING. 3. PER SOILS REPORT 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 29i MIN. AT ALL TIMES 7• 5. FINISHED GRADE AT PLANTING AREA,WHERE WITHIN THE R.O.W. APPLICABLE CL PROVIDE ON-SITE SAMPLE FOR APPROVAL BY CITY REPRESENTATIVE/INSPECTOR PRIOR TO INSTALLATION. INSTALL ALL CONSTRUCTION JOINTS TRUE OBTAIN APPROVAL OF FORMS BY CITY AND STRAIGHT, SEE PLAN. REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. J ENHANCED PAVING LAYOUT AT DRIVE ENTRIES nF NOT USED C CONCRETE BANDING & PAVING A GRANITE COBBLESTONE - STD. 542 DIAL BEFORE YOU DIG II�Pe 1-800-227-2600 Er M. wiry�9�'�y,� 3 VEHICULAR PATTERN (AT DRIVE ENTRIES) 1. 2, LEGEND: 1, It- . :° AT LEAST TWO are CL 1 . 12" CONCRETE BAND AT EDGE OF OCTAGONAL ENHANCED 2 a PLAY IT SAFE. WORKING DAYS PAVING AREA. SEE DETAILS C AND H SHEET L-7. - DIAL BEFORE PRIOR YS * e 3' PROVIDE DOWELED JOINTS WHENEVER TWO SEPARATE CONCRETE =) - _ 3' 10" To YOU DIGI es ADJACENT NE ANOTHER. `� `� `� `� g, _ _ 4. o EXCAVATING POURS WILL BE0 . OU LPEDESTRIAN WALKWAY AT STREET CROSSING AND -III , . . 5.2. OCTAGONAL ENHANCED PAVING IN CONCRETE PAVERS, SEE ( 7. -III-I P N F R MANUFACTURER AND DETAILS G AND H SHEET L-7. WINERY ENTRY) /-6. SERVING NINE SOUTHERN CALIFORNIA COUNTIES � LA o 2' I�1 . 3. ADA ACCESSIBLE RAMP PER STREET IMPROVEMENT PLANS. __ __ __ __ _ 2. r - - - - - I LEGEND: =III • I=III-II i 1. ANTIQUE COBBLE, STONE I PAVER, -- -- -- -- - - a 5.51 x 8.28 - -- -- -- _- -- I_ _ _ I DESCRIPTION OF REVISION DATE Appm a 1 ,r; � , � � i 2. ANTIQUE COBBLE, STONE II PAVER, 5.51 SQ. - NOTES: - - = -� a. CITY OF RANCHO CUCAMONGA r� INSTALL PATTERN AT 45' TO VEHICULAR TRAFFIC =_ __ __ -_ __ __ _= lo. r FOR HERRING80NE EFFECT. -- LEGEND: INSTALL PATTERN ORTHOGONALLY AT PEDESTRIAN I; WALKWAYS - _- - -- - - 1. C.I.P. CONCRETE: SMOOTH TROWEL FINISH TOP ONLY, CONSTRUCTION DETAILS __ __ __ __ __ _ __ _= LT. SAND BLAST FINISH REMAINDER COLOR FOR ALL PAVERS Is cHARcoAL. __ __ __ FOR LIVID ANNEXATION ; �� - - - COLOR: NATURAL GREY 1 PATTERN THROUGHOUT PROJECT. STONE I COMPRISES 759 OF AREA __ __ _ __ __ __ 2. 1/2" RADIUS (TYP.) VICTORIA ARBORS STONE II COMPRISES 259 OF AREA =_ __ =_ -_ __ _= 3. #4 BAR, 12" O.C., CONTINUOUS HORIZONTAL SEE PIANS FOR MANUFACTURER. 4. #4 BAR, 24" O.C., 3" CLR. FROM EDGE OF FOOTING, TYP. TRACTS 16369 & 16371 SEE CIVIL PLANS FOR FINISHED GRADES. 5. PLANTING AREA - 6. MULCH PER PLANTING NOTES, SHEET L-16 7. RAISED PLANTING AREA APPROVED BY: • - _ 8. COMPACTED SUBGRADE TO 90% MIN. CRY ENGINEER ,l�� /�,� RCE: 24953 CL DEM DN, PN Withers and Sandgren, Ltd. pm DRAMM Landscape Architecture PA09 DN 3467 Ocean vier Boulevard. Suite A L-7 of 23 K ENHANCED PAVING LAYOUT AT STREET CROSSING 208 G PAVER PATTERN D PLANTER WALL C Tell (818) 236-3006 cFaxst(81) 236-3066 oRAVM ft , LW 2/7/2005 PROJECT SHT. NO. OF I 4' DRAIN NDS-90 J IWERT ABOVE GUTTER 1.09, RISER AND ATRIUM GRATE t.0� 1.0—_ FLOWUNE 2` PL PL . _ "' •" TC TC PL STR 1E TC TC 6' WALL VARIES 8' SIDEWALK VARIES //W 4' seR Js ' RESERVE PLACE 11'-6' VARIES 70' TO 123' R1 1 BASELINE ROAD 6' WALL 1 2 3 CURB DRAIN DETAIL PARKWAY 4' SW VARIES VARIES 10' MEANDERING VARIES IE 2' /� N.T.S. 7'-6" 25 TO 55 45 TO 68r— SIDEWALK UP TO 25'-9 ° 2, 13'-0 �,,, €�, C ° 4' DRAIN NDS-900 RISER AND ATRIUM GRA1E f C w�y ° f w i 0i j� u 4' SDR 35 ° ° 0 0' CATCH " . . �(''+ c'"� ,.,� .,'U^. J w o ° o W p• ° ° Q .O ct, ., Vc...+ ° v °p w INVERT PER PLAN BASIN A WALL F w w ° ' o °•�' w.p• UP SLOPE DRAINAGE FLOWS TOWARD SAINTSBURY PLACE OR ARBOR LANE 1 �2) 4 DRAIN N.T DETAIL 6, v °°•w v RG PAD J. Mqr REFER TO CIVIL ENGINEER'S STREET AND DRAINAGE IMPROVEMENT PLANS, TRACT 16369 ��r =1T1= IT I,TI�I r�l I-rr CONSTRUCTION NOTES & ESTIMATED QUANTITIES --� 1`� —_ _ _ — — :7T71 INSTALL NDS N0. 90 RISER AND ATRIUM GRATE I�� —I I �• ;^I�I��I i a– INSTALL 4" DIAM. SDR 35 DRAIN PIPE y Y1r SWALE DECORATIVE 2.09: DRAINS TO GUTTER COBBLE ROCK 3�— CONSTRUCT CURB CORE FOR 4" DRAIN PIPE PER DETAIL ABOVE PER STREET IMPROVEMENT PLANS III 4D4— CONSTRUCT CORE INTO BACK OF CATCH BASIN FOR 4" DRAIN PIPE PER DETAIL ABOVE F PLANTER DRAINAGE C TRACT 16371 TYPICAL SECTION C—C A TRACT 16369 TYPICAL SECTION A—A LONGSHADOW GLENCOE 42 PLANTER WITH ROUND BASE, LS 9086 HANDLING& SET UP INSTRUCTIONS LONGSHADOW dry cast limestone is quite durable but,like natural limestone, can be damaged if STREET handled incorrectly. Please follow these installation instructions. PL R/W TC TC UPON RECEIPT: WALL VARIES 11'-6" WINERY DRIVE -Longshadow Garden Ornaments require continuous exposure to moisture. 19'-6" TO 25VARIES ' -Do not store in dry conditions and at high temperatures. PLANT SEATWALL e 4' MEANDERING 7'-6)1 PLA -Do not store long term in original packaging. PLANTING ' ' A PIANTING PLANTING DECORATA PAVING PLAZA AOA RAND eASEUNE ROAD 2 ° SIDEWALK PARKWAY -Do not store covered with plastic. VARIES Y—Ir21— —d 2T—D' 4— VARIES VARIES tr-o• To 29'-G' DURING INSTALLATION: ° -Lift evenly and set down squarely;do not drag the pieces. w -Do not pt the full weight of a piece on an edge or a corner. 0 " 0 -The corners and edges will chip if handled carelessly. -Use padding to protect the pieces when moving them. ?? F V \y c V (_Z{f C, r J�n4 t u o o ° °s DRAINS LOCATED IN PLANTERS DAYLIGHT TO STORM DRAIN :0 0 AS COORDINIED WM CNL ENGINEER WINERY 8OW1 Deptht_. AND SHOWN ON CONSTRUCTION PLAN 121/2" -�---- Bowl 405 lb. — ......._. ., , drain hole T 2.09 diameter: IIh" Base 75 lb. J — _ capper pipe � DECORATIVE =1 I=1 11= = �, Gtellcoe 42 with Round Base - LS 9086 COBBLE ROCK —1 I— 2.0 0 22"WSh,4.2'diameter,19"diameter base,4.8(11b. The Glencoe Planter with Round Base arrives by truck in a foam filled carton attached to a pallet. Unload with a fork lift. REQUIRED FOR INSTALLATION: -4'level,masonry tools,white mortar mix and sponge D TRACT 16371 TYPICAL SECTION D B TRACT 16369 TYPICAL SECTION B -clean packing blankets or other suitable padding -medium root ball harness for lifting the bowl If drainage is specified through the footing or pedestal,adequate allowance must be made for the LONGSHADOW -fork lift and crew of 2 to 3 water to drain away underneath the footing or pedestal. GLENCOE 42 PLANTER WITH ROUND BASE,LS 9086 FOOTING A concrete footing suitable for local conditions should be constructed at least 24 hours before a DIAL BEFORE YOU DIG �a v 1-$�-n7-2600 SECURITY KIT SET UP INSTRUCTIONS for wide bowls such as the Glencoe Planter with Round Base SITE PREPARATION AND FOOTING: The Longshadow guarantee is void if adequate drainage is not provided. splanter is placed on it.Anchor the 1/2" stainless steel threaded rod with a 1/2"stainless steel nut W,rK y The Glencoe Planter with Round Base requires a level concrete footing appropriate for local on the bottom, a minimum of 6i,deep in the conrete footing. Check the rod with a level to make conditions. The footing should be built at least 24 hours before the planter is placed on it. Diagram for using the root ball harness: certain it is plumb as the conrete sets up. ° Incorporate the specific installation instructions for the planter being installed with these Security If a footing is already in lace,drill down 10"with a 3/4"masonry drill bit and anchor the rod SETTING THE BASE ON THE FOOTING: g Y P m"Y AT!EAST TWO Kit Installation Instructions. Security Kits vary in height from 18"to 60". The 1/2"threaded PLAY IT SAFE. �S 1. Mark the footprint of the planter with chalk on the footing or pedestal. and nut with hydraulic cement or epoxy. WORKING DAYS 2.Provide a drainage channel away from the main view. Use a wood spacer 3/8"hi and 1 to 2 stainless steel rod should be embedded in its concrete footing at least 10" and extend into the bowl DIAL BEFORE * e e s g y p high of the planter approximately 2". YOU DIG! PRIOR TO �! inches wide to protect the drainage channel. -0.'A f" ,rI.=-1.,�n.w p pp Y BASE o EXCAVATING � TWO LIFTING AND SETTING THE BOWL ON THE BASE: `� `°""""""'�'�r�'�'' Using chalk,mark the outline of the planter base on the footing.Provide for a drainage channel sgrF 3.Place 3/8"high fairly stiff mortar within the chalked footprint as shown. Strike mortar to 1/2" g p g• g OF pacer 3/8high within the edge of the planter to create a clean shadow Line. Before the bowl is positioned on the base,apply a small amount of white mortar to the cone awayfrom the main view. Use a wooden s " and 1 to 2 inches wide to locate and 4.Remove spacer after mortar has stiffened,but before it has completely set-up. shaped part of the base that fits inside the bowl. This will seal the joint between the base and the protect the drainage channel.Apply a 3/8"bed of mortar within the chalk line. Wet the base and SERVING NINE SOUTHERN CALIFORNIA COUNTIES 5. Through drainage must remain clear. bowl and allows for some adjustment in the levelling of the bowl. Pad the edges of the bowl where lower it over the threaded rod onto the mortar bed. Level and remove excess mortar.Pull out the the root ball harness comes in contact with the outside edge of the bowl.Use the root ball harness wooden spacer before the mortar has completely set up.Allow the mortar to set up before installing Diagram for drainage channel in suspended from the forks of the fork lift to raise the bowl. Lift the bowl and set it on the base. the planter bowl. the mortar bed away Rotate the bowl slightly to level it.Confirm that the bowl is perfectly level. Clean up excess COY UOm Irnain Y,ew: mortar. Seal the small space inside the bowl where the bowl meets the base with mortar or silicone draimSt mat-use felt side up BOWL DESCRIPTION OF REVISION DATE NPS --- - -. caulk. 1/2"stainless steel nut Wet the top of the base and apply a 1/4"bead of mortar to the cone shaped part of the base, "st stainless steel Flat wast,cx Moir tun keeping the drainage hole clear. Elevate the bowl,wet the bottom part of it and lower it over the CITY OF RANCHO C U CAM 0 N GA '—�3"stainless steel flanSt :r° SECURITY g threaded rod and onto the base.Rotate the bowl gently to level it. Clean up excess mortar with a 2 In public areas and when installed in an elevated position,the Glencoe Planter with Round Base enorFae 'f .;;• damp sponge. should be securely anchored.A stainless steel threaded rod 1/2"diameter should be anchored in the -` -� center of the footing,with 10" of the rod embedded in the concrete. The rod should be plumb. If a '"6Ode" SECURITY CONSTRUCTION DETAILS footing is already in place,drill down 10"with a 3/4"masonry bit and anchor the rod with hydraulic cement or epoxy spacer mY o o •. Place the 3"stainless steel flange over the threaded rod extending up into the bowl. Place the • •• FOR LMD ANNEXATION ' •. ,'. ;.' hydraulic cement or epoxy. If the footing is to be built with both an anchor rod and through : I�2"stainless steel,threaded :' '.�- chalk u�x 1/2" stainless steel washer and then the nut over the flange. Hand tighten the nut. Cut a small drainage,offset the drainage,keeping the anchor rod centered and plumb. Place a 6" to 8"round a o'� rod.with a l/2"stainless - tr,catar opening in the center of the provided drainage mat and fit it over the threaded rod,felt side up. 5 1 stainless steel flange over the threaded rod and hand tighten with atainless steel nut. steel nut at de bottom p g p gVICTORIA ARB0RS -_ � . . : •� • Cover the drain mat and security assembly with asoil-less growing medium. TRACTS 16369 & 16371 Prepare mortar on the footing or pedestal as shown above. Since dry cast limestone is porous,wet PLANTING a ooncrcte inns the base with water while it is elevated to preven the mortar from drying prematurely. Lower the Place the enclosed soil filter square, felt side up,over drain hole.Fill with soil-less growing base onto the preapred bed of mortar on the footing.Allow for proper drainage through the drain medium,combined with time release fertilizer. Growing mediums with a large percentage of APPROVED BY: DATE: hole and protect the drainage channels in the leveling mortar bed. Check the level and allow the brown eat moss or fresh wood mulch might stain planters brown. CITY ENGINEER ��/ //7 ,r° RCE: 24953 1? g g p mortar to set up. CLASSIC GARDEN ORNAMENTS,LTD. DEMCLASSIC GARDEN ORNAMENTS,LTD. (618)893-4831 (618)893-4831 DN, PN Avoid the pitfall of not providing adequate drainage. Classic Garden Ornaments,Ltd.warrants that Longshadow Ornaments are free of defects in materials and craftsmanship. Withers and Sa n d g re n, Ltd. Drainage channels in the mortar bed are required.Do not mortar over drainage channels! Classic Garden Omaments,Ltd.warrants that Longshadow Ornaments are free of defects in materials and craftsmanship. THE WARRANTY IS VOID IF THE INSTALLATION IS NOT DONE IN ACCORDANCE WITH THESE INSTRUCTIONS. DRAWN P/�i! THE WARRANTY IS VOID IF THE INSTALLATION IS NOT DONE IN ACCORDANCE WITH THESE INSTRUCTIONS. Landscape Architecture DN 3407 OceView Boulevard, cuff. A L-8 Of 23 an G HANDLING & SET UP INSTRUCTIONS — LONGSHADOW (LS 9086) E SECURITY KIT SET UP INSTRUCTIONS — LONGSHADOW (LS 9086) Tet (ata) 239-3044 CA 91208 236-3000 WAWM ZLW -L 2/7/2005 PROJECT SHT. NO. OF CS j p�` FIeL I LIMIT OF WORK MWE MAN"RD 1612-SW-PRS-5 ° '��r PO" Fuc .106 .206 .411 °� IRRIGATION MAINLINE NOTE: ;�v , `qty • �� �� '� m RAMSIRD 1812-Sw-PRS-e VAN I POPUP VARMI SPRAY NfAD 30 r .37 - t.2 It MAINLINE iS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR 00 o RAINSIRD 1812-SAY-PRS-8 W I POPOP FIXED SPRAY HEAD 30 Ir .28. .52, 1.03 r GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED ,29 0 ' •� 1 t/2 ,2950 9�s0 9hy���0 �SO� I t t/4 121 X - _ as RAINBIRD 1812-SAM-PRS-111 VAN I POPOP vAR�AU SPRAY �►D 36 a 0.72 - 1.70 r WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE O F '` ?' 1451 42 2 41 2 i s 47 0�, C p� 0 014 !t 1 'd .. r RNNSIRD 1012-SAM-PRS-10 W Ir POPOP FIXED SPRAY HEAD 30 11 .39. .79. 1.58 r MAINLINE L I N E M T RUN N c N Lt8 c in \ Y RNNBIRD 11112-SAY-PRS-10 VAN it POPOP VARMLE WRAY HEAD 30 10' 0.75 - 2.110 r US U UNDER COBBLE OR ACROSS ROADS, / V RAINBIRD 1812-SAY-PRS-12 UY 1r POPUP FIXED SPRAY HEAD 30 12• .95, 1.30. 2.90 F INSTALL IN 6" DIA. SCH. 40 PVC SLEEVES. S14" 'ice i `• �4 \ MRAINBIRD 1012-SAY-PRS-12 VAN 1r POPOP VARV+BLE SPRAY HEAD 30 12' 0.85 - 290 V ♦ RAINSIRD 1012-SAY-PRS-15 UY tr POPOP FIXED SPRAY HEAD 30 13' .9z 1.85, 3.70 IF 28 3'4' — 'Y4• ' 34, �•-(� (� hr� RAINBIRD 181 -SAM-PRS-115 VAN tr POPUP vARweiE SPRAY HEAD 30 1r 0.92 - 3.70 r GENERAL VALVE/QUICK COUPLER NOTE: �► �Y4, � - ey�I . , — •—• • Q x RAu�9u20 1800-SAY-PRS-1402-PA-80 8'POP-uP BUBBLER 30 3' o.so r �¢ CONTRACTOR SHALL NOT INSTALL ANY VALVES OR •f/s-�` 4 �` QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR �� r f�4" • �`�' n • �4 "A� W&F DESCRIPTIO DEA SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. EXISTING r WATER METER —— —— — ——— — � EXISTING DOOSTO PUMP - �,�, J o A-- ® _ _ EXISTING SIRE REOULATOR DEVKE _ FOR IRRIGATION NOTES SEE SHEET L-11. / /�4• f 1<t�� 1Q n s" I I f� ��'�� Q - - EXISTING REDUCED PRESSURE BACKFIDW DEV" - _ EXISTING MASTER VALVE - _ 4 G� SLEEVING NOTE: $6� �G 1��9� �ti �910 I I �- --' © _ _ EXISTING 32 SUTTON IRRIGATION OONTROLLFR = CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND �`� A a EXWN' IoW METEa LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO PLANTER 12 12� �IJ r U�J Jam" � a --- RAUVBIRD GB-PRS-NP-HAN-PRS-D vPOTABLd F10�CONTROL HANDL[s " j r(JO _ _ ___-------- CRY DRIVE `��6��°'r ( ( ~ 9HM AREA. NO SLEEVES TO BE TERMINATED UNDER R HAN DEFENDING ON VALVE SIZE) 2fN ,� I moo, PIXIL01w PURPLE CARSON VALVE Box (OR EQILVa HARDSCAPE. CONTRACTOR WILL BE RESPONSIBLE FOR -r- W u '�'"B'RD 3DNP INSA �PNO CAR9DN VI�I.VE Box A EQUAL B VERIFYING LIMITS OF HARDSCAPE PRIOR TO INSTALLING ' �C SP OR TU-2-0901 m BALL VALVE - LINE SIZE C SLEEVES. z EQUAL P PVC�WN - SCH. �p FO t-1 AND UNDER. p 1 J OR EQUN. E�MD�` - SEE FO�SIZE I WITH PU WARNING 7APE " �� 9CH 40 NO RE PIPE LLfLINE - SO PLAN FOR,�IZL D "� 0/ ; - - °� � I _ 1 N(ME WMNING P r E POINT-OF-CONNECTION: "K-L" \ ANY APPROVED SCH 40 / - 3 PURPLE TAPE ER M(UPI �" P (Refer to CFD 2001-01 Arbor Lane Plans) 00 I ° ' W.S. ANY APPROVED SCH. 40 PNC WIRE SLEEVE - SIZE AS NOTED ON PLANS E w 17- —_— \ " NOTE: INSTALL PURPLE N-POT WARNu1O TAPE OVER ALL MMNIM AND LATERM. LINES (City DWg. # 1983) VALVE SIZE ', �� I I� I SQ. FL =' WORK-ALONG-AR OR LANE MAINLINE CONTINUES :62:—:GPY -�..- J i ------- LIMITED TO INSTALLATION ALONG ARBOR LANE 874 VALVE NUMBER METER SIZE AND ELEVATION: 2" Meter, Elevation Approx. ' 1261.30 OF PAVERS, CONCRETE TO P.O.C. � I Q PAVER BANDING, DRIVEWAY / I I MAX FLOW: 70 GPM APRONS, AND IRRIGATION i ` O STATIC PRESSURE (HIGH/LOW): H 70/ L 63 MAINLINE AND CONTROL ` ' PRIVPTE YARD YP. I HGL: 1408 WIRES ALONG ARBOR LANE. SYSTEM DESIGN PRESSURE: 99 psi (PUMP REQUIRED) R.O., Is B " I - i SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA : TRACT 16369 LOT B' AND TRACT 16371 LOT A , DATE INFO OBTAINED: 12/05/2002 ; 04/28/2003; 09/02/2003 I I THIS IS A POTABLESYSTEM, WHI H HA N I O C SHALL BE CONVERTED IN THE FUTURE TO RECLAIMED (NOTE: STATIC PRESSURE MATCHLINE SEE RIGHT I I I`` WILL BE LOWER WITH RECLAIMED SYSTEM (PER HUGO >- CONTRACTOR TO PROVIDE AND �� I BORJA, CCWD, 4/24/2003); PUMP HAS BEEN DESIGNED TO I I COMPENSATE FOR STATIC PRESSURE NOT LOWER THAN 50 INSTALL WITHIN CITY RIGHT-OF- I j j li -+- i m V MAINLINE, SLEEVING, CONTROL WIR S PSI. U - WALL LOCATION (TYPICAL)- AND OTHER REQUIRED EQUIPMEN I I„I,J ~ SEE "WALL PLANS, VICTORIA ALONG ARBOR LANE TO WINERY DR j Z Z a. � I B Q ' ARBORS TRACT NO. �� � c� LIMIT OF WORK I t 16312-16314, 16369-16374 �' ,�• -- � z I A � s l � ' �• .� ,. . LL) I KEYMAP 2sq 1603 t t/2 47 �' ? ��' �� 2089 2 65 1203 t 1/4 3 +Is I I 20 , L15 - -SLY- -40 4 I 4 � � c • � I � L_ T 1281 3 � � �` � � �•62 F �;���� _ _ � � �n t � i _ -+- 2X96 C:D - --�- 0 T I 12gp 55 FS� _ I c � � 5le � �, — �/,8• y �8 � � GAP t I I I I I n r V 8I4� p ®O i �o LIMIT OF WORK STREET R.O.W. a �'*'� Elev. 1278.75 I 10- 00 I at High Head i ----------- I � � I < _ � , I is I I I i DIAL BEFORE YOU DIG �a LIMIT OF W O K " ' a ! 1-800-227.2600 �� ,w DESCRIPTION OF REVISION DATE APPROYM zip STUB OUT FOR LMD TRACTS Y. ' --� - CITY OF RANCHO CUCAMONGA � '" -� AT LEAST TWO PLAY IT SAFE. 16370 & 16369 276.10 1C r WORKING DAYS FORT OF WOR „{ r -1 ,° DIAL BEFORE PROVIDED UNDER CFD 2001-01 7 . 11 : YOU PRIOR TO r r r EXCAVATING IRRIGATION PLAN ARBOR LANE PLANS REF � TO VICTORIA RBORS r x y� - tl I I - a CITY DWG. # 1983 ARB ,R LANE PLANS ) � � :� .1 " , w� FOR LMD ANNEXATION CIT WG. # 1983 r _ ,., SERVING NINE SOUTHERN CALIFORNIA COUNTIES ,� VICTORIA ARBORS TRACTS 16369 & 16371 REFER TO VICTO la RBORS � r M tiP 'yi . . LMD PLANS T CT 16372 , c, Sys ( TYPIC : GRAY TONE 11, �' � �' ��' APPROVED BY: A � C� .� � RCE. 24953 CITY 9W6. 1958-L C D r it.. moo �o �/ I , . SHOW OR REFERENG r `1° ► i i i i r . r REFER T VICTORIA ARBO � � Dow LANE P CITY DWG. # 19fi k = ° ` MATCHLINE SEE LEFT a S DN, PN 19 _ ' r � �1���� - ��r. o�wN Withers and Sandgren, Ltd. P� Landscape Architecture s �P DN 3487 Ocean Vlew Boulevard, suit. A L-9 of 23 Glendale, CA 91208 A: TRACT 16369 'LOT A' ,• 20. OF �u� Tel: (818) 236-3004 Fara (919) 236-3009 Lw 2/7/2005 PROJECT SHT. NO. OF - ` ~ IRRIGATION LEGEND _ - - SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL _ d� m RAINBIRD 1812-SAM-PRS-5 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 5' .10, .20, .41 F LIMIT OF WORK ��, �pp�, RAINBIRD 1812-SAM-PRS-6 VAN 12' POPUP VARIABLE SPRAY HEAD 30 6' 37 - 1.2 F O 15 '--tet_ O 0 O RAINBIRD 1812-SAM-PRS-8 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 8' .26, .52, 1.05 F 98 [00 M RAINBIRD 1812-SAM-PRS-8 VAN 12" POPUP VARIABLE SPRAY HEAD 30 8', 0.72 - 1.70 F _ ♦ Am • RAINBIRD 1812-SAM-PRS-10 Q,H,F 12POPUP FIXED SPRAY HEAD 30 10 .39, .79, 1.58 F ROAD - Y RAINBIRD 1812-SAM-PRS-10 VAN 12' POPUP VARIABLE SPRAY HEAD 30 10, 0.75 - 2.60 F 1763 D1g 40 pN. a i * V V RAINBIRD 1812-SAM-PRS-12 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 12' .65, 1.30, 2.60 F W RAINBIRD 1812-SAM-PRS-12 VAN 12' POPUP VARIABLE SPRAY HEAD 30 12' 1 0.65 - 2.60 F 3 a 4'40 �_ 01� J,���r r�p4V 'A a ph Z D ♦ RAINBIRD 1812-SAM-PRS-15 Q,H,F 12' POPUP FIXED SPRAY HEAD 30 15' .92, 1.85, 3.70 F � ��J'•�Qj`� 3p 2a p�. as M RAINBIRD 1812-SAM-PRS-15 VAN 12' POPUP VARIABLE SPRAY HEAD 30 15' 0.92 - 3.70 F 1161 26 N 3 2 RAINBIRD 1806—SAM—PRS-1402—PA-80 6 POP—UP BUBBLER 30 1 5 0.50 F NOTE: INSTALL ALL RAINBIRD HEADS WITH 1 OONP NON-POTABLE PURPLE COVER STREET R.O.W. a Alio. 3li �- Q SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL 1y� fs�(i WS © - - EXISTING 2' WATER METER - - - - - - - - — - aftr C" ( - �- ti ® EXISTING BOOSTER PUMP rCID 1'li i1� f�� �4 3'4' I o 0 0 © - - EXISTING PRESSURE REGULATOR DEVICE - Elev. 1298.43 `., - -_'_- - _ -' �_h /t �• ^�� tr $� Q - - EXISTING REDUCED PRESSURE BACKFLOW DEVICE at High Head - � �(♦ - __ \ 197 D14 15 • N - - EXISTING MASTER VALVE X297.40 F �� 'il t' ,� �• �� o - — — — — — — — — — — — — — — — — — — — — ——— — — —— — — — — — — — — — — — — — — — — — — — —— — — — — — — r y `3 J _ - - �\ti • �\ �� f 3/4 D - - EXISTING 24 STATION IRRIGATION CONTROLLER �� 5 �' , . — -�_ � � 11/4 .y1 __ - � ' � D17 1 � o � EXISTING FLOW METER _ WALL LOCATION (TYPICAL) . SEE Q - - "WALL PLANS VICTORIA A BORS 4 '14 z s TRACT NO. 16312-16314,j6369-16374`/ \ 11/4 4 \� 491 t 11 RAINBIRD FB-GB-PRS-NP-HAN-PRS-D REMOTE CONTROL VALVE - SIZE AS NOTED ON PLANS A I r s/4• INSTALL WITH NON-POTABLE FLOW CONTROL HANDLE INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) Oo h ;, 2821 D18 66 0 RAINBIRD 33DNP 4' QUICK CRUCkER WITH 1pACKING CTVER UA B J.. r �3 ` �, 2%• INSTALL IN PURPLE CARSON V !VE BO (OR EQUAL) �������J.•�Or 4 , �, 646EXISTING - EXISTING PVC BALL VALVE - LINE SIZE C 209 ►� 4 ---/ '/A - ►•` i9 PRESSURE PVC„MAIN LINE - SCH. 40 FOR 1-1/2 AND UNDER, ALERTI.INE p �f> > AL CL. 315 FOR 2 AND LARGER - SEE PLAN FOR SIZE ` J - EQUAL RECLAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE 00 ,e ALERTLINE SCH. 40 NON-PRESS RE PVQ LATERAL LINE - SEE PIAN FOR SIZE D TC' Iry 4 l4 -�1 r v OR EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE els fit' 1 { �• �• �► �► `� PVC SLEEVE - TWICE LINE SIZ MINIMUM U E 8 DIAMETER PIPE - ",' 16 0 ��' ANY APPROVED SCH. 40 FOR ALL MAINLINE AND 2 1/2'� LAT LS, 4� FOR ALL LATERALS 2' E — — — cx� — — — — AND SMALLER AT STREET CROS SINGSRECLAIMED (PURPLE PIPE a WITH PURPLE WARNING TAPE 211 t 1/2 49 W.S. N S. Y APPROVED SCH. 40 PVC WIRE SLEEVE - SIZE AS NOTED ON PLANS E D11 LIMIT OF WOM NOTE: INSTALL PURPLE "NON-POTABLE' WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. VALVE SIZE %CIOy, ,- SQ. FT. Y 62 PM S U 0,6T FOR D TRACT 16371 B14 Q' VIQED UND R VICTORIA `` ;`� ( • o VALVE NUMBER ORS PLAN CFD 2001-01 ', j KEY MAP C Y,DWG. # 1 77 I BASF L FR - LU TYPICAL: GREYED ITEMS SHOWN g FOR REFERENCE ONLY. REFER TO VICTORIA ARBORS CFD 2001-01 Q PLANS; CITY DWG. # 1877 a- Q C: TRACT 16371 , 10T B' 0 IRRIGATION MAINLINE NOTE. MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR l V POINT-OF-CONNECTION: "D" GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED (Refer to CFD 2001 -01 Victoria Arbors Plans) WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE MAINLINE MUST RUN UNDER COBBLE OR ACROSS ROADS, (CityI DW 9. # 1877) INSTALL IN 6 DIA. SCH. 40 PVC SLEEVES. Rte 0 METER SIZE AND ELEVATION: 2" Meter, Elev. Approx. 1299.00 GENERAL VALVE/QUICK COUPLER NOTE: �N��� MAX FLOW: 70 GPM CONTRACTOR SHALL NOT INSTALL ANY VALVES OR SQUICK COUPLERS IN COBBLE AREAS. CONTRACTOR STATIC PRESSURE (HIGH/LOW): H 150 / L 149 SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. HGL: 1642 SYSTEM DESIGN PRESSURE: 86 psi (Pressure Regulator Required) FOR IRRIGATION NOTES SEE SHEET L-11. SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA DATE INFO OBTAINED: 12105/2002 ; 04/28/2003 ; 10/16/2003 SLEEVING NOTE: ciry CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND DESCRIPTION OF REVISION DATE a THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO PLANTER THE FUTURE TO RECLAIMED (NOTE: STATIC PRESSURE WILL AREA. NO SLEEVES TO BE TERMINATED UNDER CITY OF RANCHO CUCAMONGA BE LOWER WITH RECLAIMED SYSTEM (PER HUGO BORJA, HARDSCAPE. CONTRACTOR WILL BE RESPONSIBLE FOR CCWD, 4/24/2003). VERIFYING LIMITS OF HARDSCAPE PRIOR TO INSTALLING SLEEVES. IRRIGATION PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-$00.227•26°° TRACTS 16369 & 16371 U! I DSCA Pe 8� M. W1T19 y� APPROVED BY: �� DATE: AT!EAST TWO �� CIN ENGINEER ��G/ l �� PLAY IT SAFE. ° RCE. 24953 DIA!BEFORE WORKING DAYS Dam YOU DIG! PRIOR TO o EXCAVATING ` DN, PN 10' 20' 44' * w * Withers and Sandgren, Ltd. OPAW Landscape Archifecfure P SERVING NINE SOUTHERN CALIFORNIA COUNTIES S� a �P DN 3467 Ocean Vlar Boulevard, sults A L-10 of 23 Glendale. CA 91206 1• 20' OF �U� m Tale (616) 236-3006 Fax: (616) 236-3066 DPAwa `'W lq 2/7/2005 ? -�-- PROJECT SHT. NO. OF IRRIGATION NOTES PROJECT NAME: Victoria Arbors-Tract 18369,Lot'A' Between Saintsbury Place 3 Arbor Lane TO SPRINKLER - ANGLE PIPE TO 1.NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF 03-0515 SPECIFIED DEPTH WITH 45 ELLS CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE (POC at Arbor Lane b Penfold Dr.) SCH 40 PVC MALE ADAPTOR INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE SCH 80 PVC UNIONgp g Tp�pp� CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. Valve#: L1 S 0914/04 HARDSWING(SEE NOTE 4) PVC NIPPLE "CONNECTORS;MEW GPM: BS i- ELECTRIC CONTROL VALVE 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE ROUND PLASTIC VALVE Box COVER ETCHED 'IRRIGATION GATE' PLASTIC VALVE BOX REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW STATIC PRESSURE Higln: 70 (CARSON OR EQUAL) MARKED "IRRIGATION RCV' METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER Low. 83 3 ~ (CARSON OR EQUAL) CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ! M FINISH GRADE ETCHED WITH CONTROLLER ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. Person Spoken to: Russell Silva AND VALVE SEQUENCE Company:CCWD Phone Number: 987-2591 �jjIN= _ __ ` MIN, FINISH GRADE 3.BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS-2(SIZE 1 Date: IZ92D02 TI�1 I - VALVE - I I r oR SMAI.LER WrtH THROUGH 6)STAINLESS STEEL ENCLOSURE WITH LOCK AND SHALL BE INSTALLED PARALLEL TO THE Hct-: 1642 _ SRn HANDLE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. = � ��• - SEE Total SPECS. FOR MATERIAL. ES"W WEDGE - Y OR LACER WITH SIDEWALK 1- 909 COMPACTION REQUIRED V VETED Y OPERATWO NUr 4.THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR E ui men Size Length GPM PSI Loss N DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID Meter 2" (ajt 65 3'20 VALVEANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS, SIDEWALK,UTILITY LINES Backflow Device 2" 65 12.00 RECWMED 'DO NOT DRINK' 3• PIO T EXPANSK)N AND EQUIPMENT,AND ARCHITECTURAL FEATURES. Pressure Regulator 2" (ci 65 5.00 WARNING TAPE ON TOP OFMainline 2-112" 1023' 65 12.69 M :iA MAINLINES AND LATERAL LINES. LOOP MIN. 24' LONG) 5.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR Master Valve 2" 65 1.40 ;•;� ;.;.;•;.;•;•:.'•' PROVIDE 6' MIN. OF SAND 3' 3' FLOW -`-' ( BRASS ANGLE _ BEDDING AND SHADOWO ( ` VALVE W/UNION TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION Flow Sensor 1-112" ( 65 1.00 ''''' IMMEDIATELY TO THE CITY. Gate/Bal Valve 2-112" (c� 65 3.00 CONTROL WIRE SLEEVE - °r° 3 3/4' WASHED Control Valve 1-112" 0 65 3.00 � - ADZJEACPENNT TER O PRESSURE •aDa b CRUSHED AGGREGATE 6.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES PIPES Lateral Lines-Sch.40 2-112" 3' 65 0.04 SUPPLY UNE SCH 80 PVC NIPPLE + L AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST 2" 5' 31 0.04 PRESSURE SUPPLY LINE SCH 80 UNION TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 1-112 7' Q 29 0.13 - --�j _ SLEEVE - SIZE TWICE 1-114" 44' 19 0.92 - DIAMETER OF PRESSURE 'D •p .�o � ,� CONTROL & COMMON WIRES 7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE 1" 35' (5 12 1.18 6• nP SUPPLY UNE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION 314" 37' 8 1.90 NON-PRESSURE LATERAL AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT SUBTOTAL: 45.50 UNE SLEEVE - SIZE TWEE 3/4' WASHED CRUSHED INITIAL CONSTRUCTION. NOTES: DIAMETER OF NON-PRESSURE AGGREGATE BASE LATERAL LINE Loss through fittings 10% 4.55. 1. ALL SLEEVES TO BE SCH 40 PVC. Hp�; BRASS NIPPLE 8.WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS, TREES,ETC.)INTERFERE WITH THE Sprinlder head PSI needed 30.001 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. SCH 80 PVC SXSXT TEE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION 3. ROUTE SLEEVINO AROUND HANDICAP RAMPS. 2. INSTALL CONTROL VALVES A MIN. Of 1Y FROM STRUCTURES OR H AIRDSCAPWG. PRESSURE SUPPLY UNE Elevation change 0.40 It 0.17 4. PIPING UNDER PA ENT SUSC IBLE TO TRAFFIC LOADS REFER TO CITY 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWAX& NOTES: CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. STD. NO. 120 (24 IN. TO 3 MAX DEPTH TO TOP Of PIPE BELOW S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. INSTALL CONTROL VALVES A MINIMUM Of 12' FROM STRUCTURES OR HARDSCAPING. CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. TOTAL SYSTEM LOSSES: 80 22 STRUCTURAL SECTION. S. ATTACH METAL VALVE IDENTIFICATION TAO WITH APPROPRIATE CONTROLLER AND 2.INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. S. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. VALVE NUMBER. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. LOWEST STATIC PRESSURE AVAILABLE: 63.00 8. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST PRESSURE BOOST FROM PUMP 42.00 PARDSCAPE' 5. ATTACH PLASTIC IDENTIFICATION TAO WITH APPROPRIATE CONTROLLER AND REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. BOOST CAN BE SET Lm TO 56 PSI LTO COMPENSATE FOR LOWER RECLAIMED PRESSURE) 7. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. VALVE NUMBER. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. TOTAL RESIDUAL PRESSURE: 24.78 CITY REQUIRED MINIMUM RESIDUAL WATER PRESSURE 15-20 PSI 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUSS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE ATA (H)TIME. PLC - TRACT 16369 'LOT A' E SLEEVING - STD. 533 C GATE VALVE - STD. 518 A CONTROL VALVE - STD. 520 11.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 PROJ ECT NAME: Victoria Arbors-Tract 18369'8'116371 'A' CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF At Winery Drive and Arbor Lane INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. 03-0515 4'LAYER OF MULCII nil-POP SHRl18 HEAD BODY 0 TO 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-xx(EXISTING 32 STATION AT"POC L"; EXISTING 24 (POC at Arbor Lane b Penfold Dr.) MULCH TO TAPER AWAY 1/4'ABOA FllBSH GRAS ROUND PLAST VALVE BOX dr COVER: STRUCTURE OR STATION AT"POC D"PER PLAN)-LR(LOCAL RADIOuRR,W/TPI,TP110 AND LR DOME INSTALLED WITHIN A FROM HEAD MULCM ETCHED 'QC' CARSON OR EQUAL) HARDSCAPINO STRONGBOX(SB)24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT Valve#: L19 , ,.,. .; (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL GPM: 42 5J14i200a �;��:��xri �.�� � � ��, ;i� r •- � �' 3 ABovE GRADE w S��RRS�e AND GROUNOCOVER AREAS. 1u CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE A G f e•MAX, 7 OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE, ACTUAL LOCATION OF THE ENCLOSURE TO BE AS STATIC PRESSURE High: 70 _ FINISH GRADE DIRECTED BY A REPRESENTATIVE OF THE CITY. Low: 1 63 Person Spoken to. ussell Silva c? _ "•MS JR 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE Company:CCWD !r - RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS Phone Number: -2591 �- AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. Date: 9/212003 SPECS�pEMATERIAL. 33 DNP QUICK HGL: 1405 909 COMPACTION REQUIRED COUPLING IN VE 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE Total t RECLAIMED 'DO Not DRINK' WITH RUBB IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. E ui men Size Length_ GPM PSI Loss _ WARNING TAPE ON TOP OF Meter 2" 42 1.40 MAINLINE AND LATERA' LINES. SCREW CS STEEL LAMP 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE Backflow Device 42 12.00 - - NON-PRESSURE LATERAL LINE: A MINIMUMPLACES SPRINKLER HEAD IS'h"ABOVE FINISHED GRADE. Pressure Regulator 2" C� 42 500 SNAKE PIPE IN , Mainline 2-1 IT 1498' @ 42 8.39 3/4 WASHED " Master Valve 2" @ 42 0.59 n AGGREGATE BASECRUSHED Flow Sensor 2" 42 1.00 SCHH..Soo/CL SNAKEYSNAKE Gate/Bad Valve 2-112" @ 42 5.00 PIPE N TRENCH Control Valve 1-112" @ 42 3.40 SCH 40 BRASS NIPPLE 12" Lateral Lines-Sch.40 2-112 0 @ 0 0.00 NAR(I.p( 90' STREET ELL 90' STREET CONTROL WIRES - BUNDLE SCH 40 BRASS NIPPLE ELL a AND TAPE AT 13' D.C. AND 24• LONG . - 2" 8' @ 42 0.10 LAl17LATERFnNo _ INSTALL ADJACENT TO 1-112" 25' 28 0.50 MARLD( 90'Sll(EET Ell- PRESSURE SUPPLY UNE 1-1/4" 7' 17 0.00 FON-PRESSURE LAT R&IN IYPICI.()Pte$ _ 1" 11' (� 9 0.22 6' PROVIDE AND ISH�LAWWO D 314"F- 67' 8 3.44 AN11- M VALVE AS REQIARED SCH 40 BRASS ge ELL SUBTOTAL: 41.05 Loss through fittings 10% 4.10 NOTE LOCATE HEAD Y TO r FROM NA CUR K HRRDSCAPK MOWSTRIPS, ROTE; STREET �" TREET�S 9a� Sprinkler head PSI needed 30.00 AND EDGE$OF LAWN. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. PRESSURE SUPPLY J AND LARGER 24 MI Elevation change 32.70 ft 2 14.16, USE ll}1.ON TAPE ON All.K1TFGiFADS. 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 18' MIN. DEPTH 4 REBAR STAKE 3. IN TOTAL SYSTEM LOSSES: 89.31 X HIEM Wf1H INIFRNN.CHECK VALVE AND PFB%RE COMPENSATING UNE FITTING 1124 LONG) FEATURE AS PER THE�R�ATbN PLAN. N. DEPTH PRESSURE SUPPLY UNE 4. FIEAD OONNECMN AT BOTTOM INLET ONLY. 3. ALL PVC PIPING TO MEET RECLNMED WATER STANDARDS LOWEST STATIC PRESSURE AVAILABLE: 63.00 PRESSURE BOOST FROM PUMP 42.00 NOTE: BOOST CAN BE SETUP TO 58 PSI TO COMPENSATE FOR LOWER RECLAIMED PRESSURE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. TOTAL RESIDUAL PRESSURE: 15.69 CITY REQUIRED MINIMUM RESIDUAL WATER PRESSURE 15-20 PSI K IRRIGATION NOTES ( 1 ) PLC - TRACT 16369 'LOT Bf F HI-POP SHRUB SPRAY - STD. 539 D TRENCHING - STD. 532 B QUICK COUPLER - STI)e 535 PROJECT NAME: Victoria Arbors- SW Comer Victoria Park lane&Base Line Rd. DIAL BEFORE YOU DIG 02-0481 1-800-227-2600 Valve# D16 1 05/14/04 D (] GPM:148 "SNAP-TITS' WATERPROOF CONNECTOR OR EQUAL -F STATIC PRESSURE Hl ft 1 150+ 1 WIRE SERVICE LOOP (LOOP AT LEAST TWO BUNDLE EN� e RCE GRADE) WIRE PLAY IT DIAL BEFORE Low. 149 HIGH PRESSURE ZONE • WORKING DAYS Person Spoken to:Russel Sova PRIOR TO •••••• SPLICE Box COVER WITH YOU DIG! Company:Cts LOCKING TOP ETCHED "S.B' o EXCAVATING Phone Number:987-2591 Date: 12/52002 HGL• 1642 'o �AT GRADE IN LAWN ARW SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1 oTar _�_3 i P BE E ui men Siz Length GPM PSI Los Meter 2 @ 48 1.70 Backflow Device 2" @ 48 12.00 Pressure Regulator(Fan-oft) 2 @ 48 5.00 Mainline 2-112" 18' @ 48 0.11 1Y X te' GREEN PLASTIC METER DESCRIPTION OF REVISION DATE APPRpVEDj Master Valve 2" @ 48 0.761 BOX CARSON OR EQUAL Flow Sensor 1-112" @ 48 1.00 10 Gate/Ballvalve 2-112" @ 48 2.00 CITY O F RANCHO C U CAM O N GA REFER TO XERISCAPE ASSESSMENT SUMMARY - Control Valve 1-112" @ 48 2.40 SEE SHEET L-16, DETAIL H Lateral Lines-ScK 40 ZI T @ 48 0.11 1-112 8' @@26 19 0.14 IRRIGATION DETAILS 1-114" 103' � 19 2.14 1" 34' (cD 10 0.82 14" 57' 7 2.29 FOR LM D ANNEXATION SUBTOTAL: 30.47 24 VOLE WIRES TAPED AND VICTORIA ARBOR S Loss through fittings 10% 3.05 BUNDLED AT 15 Ff. INTERVALS SprinlderHead PSI needed 30.00 2 CU. Fr. PEA GRAVEL TRACTS 16369 & 16371 Elevation change 0.40 It 0.17 Pe q TOTAL SYSTEM LOSSES: 63.69 APPROVED BY: DATE: LOWEST STATIC PRESSURE AVAILABLE: 14900 CITY ENGINEER �/ 2 �/ � RCE: 2 953 PRE-SET REGULATED PRESSURE: 90.00 Aar OEMSETAT90 PSI UNDER CFD 2001-01 WORK(CITY DWQ S 1877,SFEETL43) 05 DN, PN TOTAL RESIDUAL PRESSURE: 28.31 * ne /ae Withers and Sandgren, Ltd. CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI d� aL �� Landscape Architecture P/IO! ST9TF �\P DN 3467 Ocean Vier Boulevard. surf. A L-11 of 23 OFC,A•�-\ Glendale. CA 911208 L XERISCAPE AM ENT J PLC - TRACT 16371 'LOT B' G 24 VOLT SPLICE - STD. 540 r G/Teh (818) 236-3006 Fam (818) 238-3066 / "f'r 2/7/2005 L L PROJECT SHT. NO. OF I � I iAl. \ WALL LOCATION TYPI AL SEE � "WALL PLANS, VICTORI ARBORS TRACT NO. 16312-1631 , 16369-16374u LIMIT OF WORK T-2 T-3\.L/ \j.2j I • LIMIT OF WORK 26+00 T21 /= 4 r Z < I Z I o • � I - Q � (l1 ® w LIMIT OF WORK STREET R.O.W. }- - Lr. m° z . � I I B : TRACT 16369 'LOT B' AND TRACT 16371 'LOT A' LIMIT of WOR SEE SHEET L-16 FOR PLANTING NOTES �O FIE TORIA AR ORS RBOR NE CFD 2001- 1 PLANS ITY D 0. # 1983 A: TRACT 16369 'LOT A' KEYMAP B \N�, � TREE LEGEND W QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS t� 0 T-1 CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL./ MIN. 20 MIN 20' O.C. PLANT 2'-0' MIN O.C. 2 FROM HARDSCAPE" `'A 0T-2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. / MIN. 20 O.C. 13 co IMQ UUSS T-3 PYRUS CALLERYANA 'DANCER' DANCER PEAR 15 GAL. / MIN. 20' O.C. 12 I ` ® _ I T-4 LIOUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM 24' BOX / MIN. 25' O.C. 0 A T-5 MAGNOLIA GRANDIFLORA 'ST. MARY' ST. MARY MAGNOLIA 24' BOX / MIN. 20' O.C. 0 a T-6 LAGERSTROEMIA I. 'MUSKOGEE' CRAPE MYRTLE 24" BOX / MIN. 20' O.C. 7 HYBRID LAVENDER T-7 PISTACIA CHINENSIS CHINESE PISTACHE 24" BOX / MIN. 30' O.C. 0 (t%lr T-8 PINUS CANARIENSIS CANARY ISLAND PINE 24" BOX / MIN. 25' O.C. 0 COY DESCRIPTION OF REVISION DATE APPROVM CITY OF RANCHO CUCAMONGA TREE PLANTING PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-$oo-227-2600 TRACTS 16369 & 16371 E� M' wir"fps �ti� APPROVED 8Y: DATE: PLAY IT SAFE. AT LEAST TWO � CITY ENGINEER GG1 RCE: 24983 DIAL BEFORE WORKING DAYS DEM YOU DIG! PRIOR TO u EXCAVATING i a ur ON, PN 7P7 10' 20' 40' * e a0 * Withers and Sandgren, Ltd. SERVING NINE SOUTHERN CALIFORNIA COUNTIES s� �. Of�MM Landscape Architecture P DN 3461 Ocean Vlew Boulevard. Su1fe A �--12 of 23 qT� Qp4�� Glendale. CA 91208 11' — 20' OF C,A•u CHECKED Tek (616) 236-3006 taxi (616) 236-3066 DPAW 'p fft Lw 2/7/2005 PROJECT SHT. NO. OF I LIMIT OF WORK �-�-��_ T-5 '-----_ 98�00 13A /,V 2 ROAD ............... 0 STREET R.O.W. T-4 CD9 0 o ❑ � ❑ I� � ❑01:1 ❑❑❑❑ x 06 - - - - - - - - - - - - - -- - -- %�-, -11:17 w- T-8 = t \ Z WALL LOCATION (TYPICAL) - SEE 6 ��\ �I WALL PLANS, VICTORIA ARBORS ��//��\ ❑0 I T TRACT NO. 18312-16314, 16369-1� 74" ���� ��/ ❑ ❑❑❑ t Q ❑❑ CL 4 — � ® ( >> O t O I O ix tJ _+ O t o0 QCD KEYMAP I cv iLIMIT OF WORK REFER TO VICTORIA ARBORS CFD 2001-01 PLANS � CITY DWG. # 1877 BASE C/NF R D w C : TRACT 16371 'LOT B' g C `1 Q 0 a O I�� U f I �, TREE LEGEND >> QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS 0 T-I CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL./ MIN. 20 O.C. 0 MIN 20 O.C., PLANT 2'-0* MIN FROM HARDSCAPE" 0 T-2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. / MIN. 20' O.C. 0 I T-3 PYRUS CALLERYANA 'DANCER' DANCER PEAR 15 GAL. / MIN. 20' O.C. 0 ® T-4 LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM 24' BOX / MIN. 25' O.C. 9 T-5 MAGNOLIA GRANDIFLORA 'ST. MARY' ST. MARY MAGNOLIA 24' BOX / MIN. 20' O.C. 4 T-6 LAGERSTROEMIA I. 'MUSKOGEE' CRAPE MYRTLE 24' BOX / MIN. 20' O.C. 0 0 HYBRID LAVENDER T-7 PISTACIA CHINENSIS CHINESE PISTACHE 24' BOX / MIN. 30' O.C. 2 cny 'All r� DESCRIPTION OF REVISION DATE mpwim T-8 PINUS CANARIENSIS CANARY ISLAND PINE 24' BOX / MIN. 25' O.C. 6 CITY OF RANCHO CUCAMONGA SEE SHEET L-16 FOR PLANTING NOTES TREE PLANTING PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS -800-227-2600 TRACTS 16369 & 16371 DSCApe APPROVED 8Y: DATE• PLAY IT SAFE. AT LEAST TWO 38P0 �-' CITY ENGINEER �� RCE: 4983 WORKING DAYS DESIGN DIAL BEFORE PRIOR TO YOU DIG! v EXCAVATING a r DN, PN 10' 20' 40' * e a a05 * Withers and Sandgren, Ltd. o�wN Landscape Architecture P L-13 of 23 SERVING NINE SOUTHERN CALIFORNIA COUNTIES DN 3467 ocean vier Boulevard, suite A '9l Glendale. CA 91208 1 w = 20' �F CAu� Tel: (818) 236-3006 Faxs (818) 236-3068 DRAWM NM Lw 2/7/2005 PROJECT SHT. NO. OF WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA ARBORS TRACT NO. 16312-16314, 16369-16374" I ! LIMIT OF WORD 11 st2 t S-A s�a S-4 /S-6\ S-9 ` W ( S-9 S-6 I 71 S-5 9 3 5 z i S-8 S-5 9 2 S-6 -9 \ j 8 S-10 10 10 S-5 S-3 S93 S61 j S-9 S-7 2 I 5 S-3 S_g S-9 S-8 2 15 \LO/ 4 5 I I 6 S-6 S-6 8 4-S -8 2 W S-3 _._ �.-___ � S-8 V 4 S-5 S-9 S-9 S-8 S-6 S-14 S-4 3 3 S-5 11 5 1 S-8 S-11 i 10 9 S-5 S-8 6 S-3 I 5 6 4 Q 9 S_3 22 S-5 1 i �.. S- S-5 S-1 8 11 I v °. a S-11 S-10 S-10 S-5 12 S-3 15 6 5 S-8 S-7 � 15 25 8 7 I 3 � 2 aLIMIT m S-1 v v v ° v ° v ° ° ° ° S-11 , WORK F (017 v _ �r 8 S-10 1._. -10 � � - ✓� -7 S-1 4 19 - - -- - - - - - - - - - - - - - - - - - - - - - REST R.O.W. I � 3 I � ' �'` S-3 /. t I III S-7 7 I — _ 7 S-3 - ° ° -3 4 S-10 4 v I f 9 /� - S-5 S-5 v ° 5 17 4 S-3 6 S_� S 10 S-9 5-11 5 11 � v --- � ❑ __� S �g � l � I ,� S-7 3 ---- -5-7- — -5=1- - - 4 10 7 S-9 ❑ ❑ ° _- S-14 9 _ S-L - 7 3 S_3 S-10 S-3 S-3 3130 7 ❑ ❑ 2 I' - - 2 -- 3 — -- S-1 S-10 5 S-10 0 1 18 2 2 c c S-3 / S-3 S-11 17 40 12 S-1 ` 3-1 ; i i /� 3 24 WINERY DRIVE � S-6 2_ v og 17 2 S 8 3 � S-2 � � I � �� `, 2 i 4 � 4 i l� LIMIT OF WORKI I I 8 S-8 � S-11 S-1 S-2 '8 ` 61 12 10 � ' S-14 S-9 ❑ S-8 26 S_18 10 • ❑ ❑ 9 B: TRACT 16369 'LOT B' AND TRACT 16371 'LOT A' 4 S-4 3 REFER TO AR OR LANE -- 10 2 CFD 2001-01 LANS S-14 CITY DWG. # 983 3 42 1 - SEE SHEET L-16 FOR PLANTING NOTES i i LIMI �OFORK A: TRACT 16369 'LOT A' KEYMAP SHRUB LEGEND B QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS 0 S - I BERBERIS THUNBERGII 'CRIMSON PYGMY' CRIMSON BARBERRY 5 GAL. 104 30' O.C. 1` + S - 2 LEPTOSPERMUM SCOPARIUM 'RUBY GLOW' NEW ZEALAND TEA TREE 5 GAL. 18 6'O.C. ® S - 3 LANTANA CAMARA ' DWARF WHITE' DWARF WHITE LANTANA I GAL. 101 4' O.C. 14 S - 4 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 33 15' O.C., TRAIN TO WALL, REMOVE STAKE �I II Ov S - 5 PHORMIUM TENAX 'FIESTA" FIESTA HYBRID FLAX 5 GAL. 4' O.C. 19 A S - 6 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 33 5' O.C. 0 / ® S - 7 ABELIA GRANDIFLORA 'PROSTRATA' PROSTRATE ABELIA 5 GAL. 52 4' O.C. xa ® S - 8 ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL, 102 30' O.C. �\ 1 � � ® S - 9 SALVIA GREGGII 'PINK' PINK AUTUMN SAGE 5 GAL, 71 4' O.C. f S - 10 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 219 2' O.C. ® S - II TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL. 198 2' O.C. S - 12 NANDINA DOMESTICA 'NANA PURPUREA' DWARF HEAVENLY BAMBOO 5 GAL. 23 2' O.C. DESCRIPTION OF REVISION DATECffy APPRONEDt O S - 13 JUNIPERUS CHINENSIS 'SAN JOSE' BUFFALO JUNIPER 5 GAL. - b' O.C. CITY OF RANCHO C U CAM O N GA S - 14 HEMEROCALLIS 'DAH LEE SU' DAN LEE SU DAYLILY I GAL. 101 2' O.C. OS - 15 ROSMARINUS OFFICINALIS 'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 5 GAL. - 6' O.C. SHRUB PLANTING PLAN S - 16 MYOPORUM PARVIFOLIUM MYOPORUM I GAL. - 8' O.C. FOR LM D ANNEXATION S - 17 PHORMIUM 'TINY TIM' PHORMIUM 'TINY TIM' 5 GAL. - 3' O.C. DIAL BEFORE YOU DIG VICTORIA ARBORS O S - IS ROSA 'ICEBERG' ICEBERG ROSE 5 GAL. 13 4' O.C. 1-800-227-2600 D �DscaaF TRACTS 16369 & 16371 S - 19 SCAEVOLA 'MAUVE CLUSTERS' NCN I GAL. - 3' O.C. VA. wirkEq'�y� APPROVED BY. �✓,�� � DATE. PLAY IT SAFE. AT LEAST TWO �� CITY ENGINEER // : RCE. 24953 YMBO DIAL BEFORE WORKING DAYS DESIGN F"M YOU DIG! PRIOR TO i a u a EXCAVATING DN, PN Q1Y 10' 20' a0' * e a a 5 * DRQ Withers and Sandgren, Ltd. PACE l Landscape Architecture DN Ocean Vlow Boulevard. Suits A L-14 of 23 3461 Oc SERVING NINE SOUTHERN CALIFORNIA COUNTIES STgT ° ���' Glendale. CA 91208 1* = 20' OF OpU� t�iMM Teh (616) 239-3006 rax: (616) 236-3066 DRAWm / Lw 2/7/2005 `f�Z-L_ PROJECT SHT. NO. OF ---_ SHRUB LEGEND QTY (TOTAL � S-13 �-� \ SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS ��_ LIMIT OF WORK 4 S-13 S-9 0 S - 1 BERBERIS THUNBERGII 'CRIMSON PYGMY' CRIMSON BARBERRY 5 GAL, 102 30' O.C. 5 $-3 �-,�_ ./ S_, iO BNE ASE Q S - 2 LEPTOSPERMUM SCOPARIUM 'RUBY GLOW' NEW ZEALAND TEA TREE 5 GAL. 58 6'O.C. s-8 �_ S-3 \L1 $69 19 S-1 __3- S - 3 LANTANA CAMARA ' DWARF WHITE' DWARF WHITE LANTANA I GAL. 68 4' O.C. 4 S-3 $_9 S-1 �__ 4 S - 4 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL, 12 15' O.C., TRAIN TO WALL, REMOVE STAKE -, S-13 6 \20/ 10 S-8 8 S_g _-�- _ Q S - 5 PHORMIUM TENAX 'FIESTA'' FIESTA HYBRID FLAX 5 GAL. 88 4' O.C. S-15 \!.31 S-13 12 _ S-11 �- 6S-11 2 S-3 S - 6 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 79 5' O.C. 5— \- J 21 S-121 S-5 10 �� ® S - 7 ABELIA GRANDIFLORA 'PROSTRATA' PROSTRATE ABELIA 5 GAL, 44 4' O.C. STREET R.O.W. S-1 13 S-15 \1/ /S-5\ S - 8 ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL. 125 30 O.C. 3 S-13 \ S-3 2 S-9 4 2 ® S - 9 SALVIA GREGGII 'PINK' PINK AUTUMN SAGE 5 GAL. 48 4' O.C. 10 S-13 S-11 Q ° ° $14 1 –1 S 1 S - 10 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 133 2' O.C. ° 2 50 ° Q S-5 v v v ° S_7 ® S - II TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL, 311 2' O.C. 11 ° v ° v 11 i i i S - I2 NANDINA DOMESTICA 'NANA PURPUREA' DWARF HEAVENLY BAMBOO 5 GAL. S-13 - - _ v a S_g - 2 O.C. 4 — v 7 O/ S-10 S - 13 JUNIPERUS CHINENSIS 'SAN JOSE' BUFFALO JUNIPER 5 GAL. 56 6' O.C. + HEMEROCALLIS 'DAH LEE SU' DAN LEE SU DAYLILY I GAL. 2' O.C. S-2 \\' v v pv v v v p $-6 43 $-6 � � S - 14 _ – + ° ° v v v ° 8 3 O S - 15 ROSMARINUS OFFICINALIS 'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 5 GAL. 14 6' O.C. 17 S-11 8 S - 16 MYOPORUM PARVIFOLIUM MYOPORUM I GAL. 4 8' O.C. v ° � 15 _ ° f 2� + + S-8$_6 + S - 17 PHORMIUM 'TINY TIM' PHORMIUM 'TINY TIM' 5 GAL. 10 3' O.C. + S_8 t 4 "WALL L LOCATION CATION (TYPICAL) - SEE 6 ° v v 16 I j S-19 O S - 18 ROSA 'ICEBERG' ICEBERG ROSE 5 GAL. - 4' O.C. LL LANS, VICTORIA ARBORS � vV. TRACT NO. 16312-16314, 16369-16374" S-5 — v ° + + ` S-1 p 10 ,..,.., S - 19 SCAEVOLA 'MAUVE CLUSTERS' NCN I GAL. 10 3' O.C. 52 65 S_ S-6 + v v7 YMBO i S-1 4 + v v 33 1 10 QTY 1 S-13 �� + ° ° 17 25 S-3 ° + v p 7 SEE SHEET L-16 FOR PLANTING NOTES S_g S-8 � S-5 ° �, 16 \L3 26 S-13 I Z S-13 4 6 + O ° S-16 1 + . + ° + 4 Y W S-2 1 + + • j S-15 U 7 7 3 j Q KEY MAP S-2 I _ S-13 7 i 7 LIMIT OF WORK 1 6 S_4 I Q > S-5 12 i S-6 Z C 9 � RQ W i 23 8 ' J Q _C w (j) I 10 i j i W S-13 I _ S-11 4 S-6 I Y I \2j I a- REFER TO VICTORIA ARBORS 1 l I 0 CFD 2001-01 PLANS CITY DWG. # 1877 I I,j > C: TRACT 16371 LOT B �Ntop J � � DESCRIPTION OF REVISION DATECOY APPROVM CITY OF RANCHO CUCAMONGA SHRUB PLANTING PLAN FOR LIVID ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-800-227-2600 TRACTS 16369 & 16371 f.NDSCAPF APPROVED 8Y: DATE: � O AT LEAST TWO °moo ��' CITY ENGINEER ��� RCE: 24953 PLAY IT SAFE. WORKING DAYS DIAL BEFORE PRIOR TO OEM YOU DIG! v EXCAVATING a 1, 05 DN, PN 10' 20' 40' e a ate * Withers and Sandgren, Ltd. Q DRUM Landscope Archifecture PARE SERVING NINE SOUTHERN CALIFORNIA COUNTIES S+j q. DN 3487 Ocean Vier Boulevard. sults A L-15 of 23 1 ATF OF CA� giECKED T.h (618) 239-36 CA 91208 20,!W 00 (81) 236-3068 DRAINM�O N06 M 2/7/2005 / L" PROJECT SHT. NO. OF NOTES: 1. REMOVE NURSERY STAKES STORM DRAIN / CATCH BASINBCR L BE PLUMB AND PARALLM UNDERGROUND UTILITIES 4' OF COMPACTED WOOD CHIP ^ STAKE PPREVA�n.u+Pv PERPENDICULAR MULCH. ` v N HARDSCAPING (CONCRETE HEADER, v M N. CURB & GUTTER. SIDEWALK, ETC.) FINISH SOIL GRADE ` TOP OF FINISH GR E. EXTEND 2 ^ r v W E ABOVE FINISH GRADE. TAPER FILL Z SIDEWALK ( `v ORIGINAL GRADE C `,/ FROM TOP OF ROOT BALL TO F.G. UTILITY , , 1 s BACKFILL WITH NO ROCKS 12' v eQ _ GREATER THAN 3' DIAMETER. In POLE 0Iv q LOWS PTOOSSIBLENn�11�E :�j 3' BERM TIGHTLY COMPACTED IN TOP stAKa BELOW I I ( PLACE TO FORM WATERING BASIN. METER 10' _ 3' UI �0- wAS TO�p� HEAD 0/TREE WHERE �[ SPECIES GROWTH HABIT PERMITS, m I!T I MIN. MIN. W ��DOTRO DROP. MAN TRUNK CURB AND GUTTER (2) SETS Or CINCH TIES SPACED 24' MIN. SEE NOTE 1 '� _ - - SC �E POLES. 2' 2' DtA LODGE POLE PINI: STAKESWOW-BRESERVTT TT�TTT- I I DRIVE A MINIMUMA6 IN o'er' � ROOT BALLUND - (v STAKES OUTSIDE ROOT BALL POSITION SOL AND ILU T T SIDEWALK Z SHOYEL CUT EDGE COMPACTED ARBOR GUARD IN TURF AREAS AND 'I' - NATIVE SOIL FRONT YARDS. _ - - - - - PLANT PIT TO BE (2) TIMES THE Q� I DRIVE S.L. O APPROACH p TOP OF FINISH Gil EXTEND 2' WIDTH OF THE ROOT BALL. ABOVE FINISH GRADE p_ 1 1 I=M 1 1 t�T_7��_T�� T�X77 T� TK;♦U COMPACTED 3' SIDE TO FORM L-1�M-I({-I I{-I( !-•I I != CURB AND GUTTER WATERING BASIN FOR RESIDENTIAL AND 1 _ -tttV"'�gm=Ir 1 I GROUND COVER INST TK)NS LOCATE :M=j ��j {IN TURr MAR T REMOVED PaROUTS" Of PLAI s TO C TY I I I !- MIN. MIN. '�AIN.�' MIN. I UNDERGROUND NOTES: STRUCTURE e9. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL TRANSFORMER VAULT. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL UNDISTURBED NATIVE SOIL. NOTES: 2. MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER INTO EDGES AT GROUND COVER AREAS. 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE-OF-SIGHT CRITERIA AS APPROVED NATIVE BACKFILL WITH NO BY TRAFFIC ENGINEER. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. ROCKS GREATER THAN 3' DIA. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES. 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT NOTES: IN ADDITION MAINTAIN 6 FROM CENTER OF TREE TO ALL UTILITY OWNED WATER & 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE SEWER LATERAL LINES. TO REMAIN THERE. NATIVE son. UNDISTURBED OF ROOT BALL DO NOT CRACK ROOT BALL. 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 3. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. d. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. �� TWICE Root BAu WIDTH J I TREE PLACEMENT - STD. 501 F MULCH INSTALLATION - STD. 509 C DOUBLE STAKED TREE - STD.502 A CONTAINER ON A SLOPE - STD.507 N XERISCAPE ASSESSMENT SYSTEM SUMMARY PLANTING NOTES W E �1'� 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND ` v TIGHTLY COMPACTED 3' BERM TO FORM POINTS REFERENCE REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 3 pV n ' \ DEPRESSED WATERING BASIN. CLAIMED (Sheet #/Ref. #) 2•CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND \ \ �� 4" WOOD CHIP MULCH. BACKFILL REQUIREMENTS. TOP OF ROOTBALL TO I. LANDSCAPE POINTS * ' NO WOOD CHIP MULCH SHOULD 8E TOP TIE TO BE PLACED AS LOW � EXTEND 2 ABOVE 3.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE AS POSSIBLE ON THE TRUNK TO TOP Of STAKES BELOW HEAD FINISH GRADE PLACED OR ALLOWED TO REMAIN ALLOW FOR WIND FLEXINO OF THE TREE. OF TREE WHERE SPECIES GROWTH OVER THE ROOTBALL A. Water-conserving plants 20 L-14 SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES. BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. OR ALLOW THE HEAD TO DROP. MAIN TRUNK FINISH GRADE B. Turf limited to 25% 20 L-14 4.NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE C. Plants grouped by watering need 10 L-14 BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS * 2 SETS Of CINCH TIES SPECIFIED,AND THE WORK APPROVED BY THE CITY. ACED 24 APART ATTACH WITH D. Hardscape (non-irrigated) surfaces 10 L-14 LODGE Iz�EOE�REws To r 5.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL 12' MAXIMUM E. Low-water turf varieties 0 L-14 LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. Y DIA. LODGE POLE PINE STAKES F. Mulch provided In non-turf areas 5 L-16/F G TQP of RooTT3AL1. TO EXTENDWITN wood PRESERVATIVE STAN, _ 1 p ' 8.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF T ABOVE FINISH GRADE DRIVE A MIN. OF 6' INTO UN- WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE DISTURBED SOIL AND POSITION -t r ROOT BALL G. Soil amendments 5 L-16/G STAKES OUTSIDE ROOTBALL, _ EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. ORIGINAL GRADE 3' BERM TIGHTLY COMPACTED IN PLACE To FORM WATERINO _ _ _ TOTAL POINTS CLAIMED: �Q 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED BASIN. LOCATED OUTSIDE OF - PLANT PIT TO BE (2) TIMES THE SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. PLANT PIT. WIDTH OF THE ROOT BALL Minimum points required: 60 8.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. NATIVE BACKFILL WITH AIV I NL OTHERWISE APPROVED BY THE CITY. THAN 3' DIAMETER - - - 11. IRRIGATION POINTS 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS O ROOT BALL I- TTT-TTT�TT- -STT A. Low-gallonage irrigation system 20 L-9DTH BACKFILL WITH NO 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FORBID PURPOSES ONLY, FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE PLANT PIT WI BE 2 I\i ROCKS ' y BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 8'INTO THE SOIL AT THE THE ROOT BALL -- }/\ DIAMETER. REATER THAN 3 B. Automatic controller 20 L-9 REQUIRED RATES PER 1,000 SQ.FT. C. Designed to water plants by watering needs 10 L-9 4 CY.NITROGEN STABILIZED SAWDUST UNDISTURBED NATIVE SOIL D. Rain sensors 5 L-9 120 IBS GYPSUM E. Wind sensors 0 L-g 125 IBS GRO-POWER PLUS UNDISTURBED NATIVE SO I NOTES: F. Sensitive to slope factors 5 L-g 11.LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT - 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE p GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE OF ROOT BALL DO NOT CRACK ROOT BALL MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD NOTES: TOTAL POINTS CLAIMED: 60 CHIP MULCH#3,AVAILABLE FROM: 1. REMOVE NURSERY STAKES Artesia Sawdust 2. STAKES TO BE PLUMB AND PARALLEL Minimum points required: 60 13434 Ontario Avenue,Ontario,California 91781 3. STAKE TREE PERPENDICULAR TO PREVAKM WIND. (909)947-59831 fax(909)923-7208 XERISCAPE ASSESSMENT PLANTING NOTES D STAKED TREE ON SLOPE - STD.505 B CONTAINER PLANTING - STD.506 J G ONE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT � D9CAHcsq,�y/� a ul Q� e ew a a � S�gTF OF Cp•L\F04\P Qv BOJ EQUAL DESCRIPTION OF REVISION DATE Avpwim CITY OF RANCHO CUCAMONGA NOTE: DIAL BEFORE YOU DIG 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL PLANTING DETAILS 1-800-227-2600 SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. FOR LMD ANNEXATION 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR VICTORIA ARBORS SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER TRACTS 16369 & 16371 AT LEAST TWO SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING PLAY IT SAFE. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. DIAL BEFORE WORKING DAYS YOU DIG! PRIOR TO 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES APPROVED BY-. DA 24983 v EXCAVATING OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE CIN ENGINEER R LEGEND ARE ESTIMATES ONLY. DESIGN SERVING NINE SOUTHERN CALIFORNIA COUNTIES 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS DN, PN 771- SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO Withers and Sandgren, Ltd. SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. DRAWN PAW DN Landscape Architecture L-16 of 23 34d? Oo.on View Boutovwd. Sufi• A H NOT USED E G RO U N DCOVER S PACING STD.508 Glendale. CA 912G6 .� T.h (ala) 23s-30063Oos raW (818) 236-3085 ft LW 2/7/2005 PROJECT SHT. NO. OF GENERAL CONDITIONS CITY OF RANCHO CUCAMONGA 2.The Contractor shall make neat and legible notations on the record drawing 1.05 SUBSTITUTIONS D.Brass Pipe and Fittings: 2.A backboard shall be secured to the controller enclosure housing to provide a base for PLANTING AND IRRIGATION SPECIFICATIONS progress sheets daily as the work proceeds,showing the work as actually installed. 1.Where indicated on the Drawings,use red brass screwed pipe conforming to mounting the automatic sprinkler controller and terminal strip. A. CONTRACTOR DOCUMENTS: shall consist of specification and A. If the Contractor wishes to substitute an equipment or Federal Specification#WW-P-351. For example,should a piece of equipment be installed in a location that does not Y3.A 117 volt duplex box shall be provided with an On/Off switch,and a 117 volt receptacle. inclu eral conditions and the drawings. The intent of these documents is to SPRINKLER IRRIGATION SPECIFICATIONS materials for the equipment or materials listed on the Drawings and 2.Fittings shall be red brass conforming to Federal Specification#WWP-460. Metal conduit shall run from the 117 volt supply to the controller housing.All power within the include all Labor, materials, and services necessary for the proper match the plan,the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation Specifications,he may do so by providing the following housing shall be properly phased. execution of the work. The documents are to be considered as one. PART 1 -GENERAL E.Copper Pipe and Fittings: 4.A terminal strip legend. The relocated equipment and dimensions will then be transferred to the information to the City of Rancho Cucamonga for approval: p shall be provided,clearly indicating the proper pionts of connection of all 1.Pipe: Type K,hard tempered. appropriate wiring(station valves,master valve,common,central control). Whatever is called for by any parts shall be as binding as if called for all original record drawing plan at the proper time. 2.Fittings: wrought copper,solder joint type. Pis 1.01 DESCRIPTION 1. Provide a statement indicating the reason for making the 3.Joints shall be soldered with silver solder,45%silver, 15%copper, 16%zinc, Q.Miscellaneous Irrigation Equipment: substitution. Use a separate sheet of paper for each item to be 24%cadmium solidus at 1125°F and li uidus at 1145°F. B.VERIFICATION: The Contractor shall verify measurements on the A. Scope of Work: Provide all labor, materials,transportation and 3.Before the date of the final observation,the Contractor shall transfer all q 1.Refer to the Irrigation Plans for sizes and types of rniscellaneaous irrigation equipment. ' A l i drawings before beginning work. In case of error or discrepancy in the services necessary to furnish and install the Irrigation System as shown on a . rrangements shall be made through the city for obtaining said sepia information from the"record drawing"prints to a sepia mylar or similar mylar submitted. F. GateValves: 2.All miscellaneous irrigation equipment shall be as specified or approved equal. drawings or specifications or in the work of others affecting his work,he the Drawings and described herein. mater2. Provide descriptive catalog literature,performance charts and 1.Ball Valves PART 3 -EXECUTION shall notify the City Inspector immediately. The Contractor shall be held mylar or similar mylar material. All work shall be in waterproof India ink and a.Ball valves shall be a plastic PVC valve with threaded ends and applied to the mylar by a technical pen made expressly for use on mylaz flow charts for each item to be substituted. p 3.01 OBSERVATION OF SITE CONDITIONS responsible for any damages or loss due to his failure to observe these B. Standards: All work and materials shall comply with governing codes, shall be equipped with a stainless steel handle. A.All scaled dimensions are approximate. The Contractor shall check and verify all size instructions. safety orders, standards, and regulations, and meet the minimum material. Such pen shall be similar to those manufactured by Rapmade as graph b.Ball valves shall be Spears XXX or approved equal. dimensions and receive approval from the Cit Kueffel&Esser,or Faber Castell. The dimensions shall be made as to be Basil 3. Provide the amount of cost savings if the substituted item is pp y of Rancho Cucamonga prior to requirements of the Standard Specifications For Public Works Y c.All Ball valves shall be installed per detail. readable even on the final controller chart(see Section C). The original mylar approved. proceeding with work under this Section. C. MATERIALS,MACHINERY, EMPLOYEES: Except as otherwise Construction(Green Book) latest edition. noted, the Contractor shall provide and pay for all materials, labor, tools, "record drawing"plan shall be submitted to the City of Rancho Cucamonga for G. Quick Coupling Valves: B.Exercise extreme care in excavating and working near existing utilities. The Contractor shall be responsible for damages to utilities which are caused by his and other items necessary and incidental to the completion of his work. 1.02 QUALITY ASSURANCE&REQUIREMENTS B. The City of Rancho Cucamonga shall have the sole 1. pp eq operations or neglect. Check existing utilities drawings for existing utility locations. approval prior to the completion of the controller chart. Quick coupling valves shall be Rainbird 33NP or roved equal. responsibility in accepting or rejecting any submittal item as an 2. Quick coupling valve shall be operable with a quick coupler key. Key size C.Coordinate installation of sprinkler materials including pipe,so there shall be no D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an A. Permits and Fees: The Contractor shall obtain and a for an and all 4. The Contractor shall dimension from two(2)permanent points of reference, approved equal to the equipment and materials listed on the and type shall be as shown on the Drawings. interference with utilities or other construction or difficulty g pay Y ty in planting trees,shrubs, adequate survey of the property. The Contractor shall obtain and pay for permits and all observations as required. such as building corners,sidewalk edges,road intersections,etc.,the location of Drawings and Specifications. Hand ground covers. all perH.Backflow Prevention Units: D.The Contractor shall carefully check all grades to satisfy himself that he may safely pen-nits and comply with all laws and ordinances bearing on the the following items: 1.06 GUARANTEE 1.Backflow prevention unit shall be of size and type indicated on the irrigation proceed before starting work on the irrigation system. operation or conduct of the work as drawn and specified. If the Contractor B. Manufacturer's Directions: Manufacturer's directions and detailed drawings. Install backflow prevention units in accordance with the Drawings. observes that a variance exists therewith he shall promptly notify the City drawings shall be followed in all cases where the manufacturers of articles a. Connection to existing water lines. 2.Wye strainers at backflow prevention units shall have a bronzed screwed boy 3.02 PREPARATION Inspector in writing and any necessary changes shall be adjusted as used in this Contract furnish directions covering b. Connection to existing electrical A. The guarantee for the irrigation system shall be made in g t g points not shown in the g power, with 60 mesh morel screen and shall be similar to Bailey#100H or approved A.Physical layout: accordance with the attached form. The General Conditions and 1.Prior to installation,the Contractor shall size stake out all pressure supply provided in the contract for changes in the work. Drawings and Specifications. c. Gate valves. equal. Supplementary Conditions of these Specifications shall be filed 3.All pressure main line piping between the d. Routing of sprinkler pressure Lines(dimension max. 100'along routing). P p�p� g point of connection and the lines,routing and location of sprinkler heads. p E. PROTECTION OF WORK,PROPERTY AND PERSON: The C. Ordinances and Regulations: All Local,municipal and state laws, and e. Srnkler control valves. with the City prior to acceptance of the irrigation system. backflow preventer shall be installed as required by local code. The Contractor 2.All layout shall be approved by the City of Rancho Cucamonga prior to Contractor shall adequately protect the work adjacent property and the rules and regulations governing or relating to an onion of this work are f. Routing of control wiring and locations of all splice boxes. shall verify with the local governing body as to material type and installation installation. q y P t P P y g g g g y P g p B. A copy of the Guarantee form shall be included in the procedures prior to start of construction. Submit shop drawing for approval. public and shall be responsible for any damages or injury due to his act. hereby incorporated into and made a part of these Specifications, and their g. Quick coupling valves. operations and maintenance manual. provisions shall be carried out by the Contractor. Anything contained in h. Stub-outs for future connections. P B.Water Supply: I. Check Valves: 1.The irrigation system shall be connected to water supply point(s)of F. CHANGES ON THE WORK: The City Inspector may order changes these Specifications shall not be construed to conflict with any of the i. Other related equipment as directed by the City of Rancho Cucamonga. C. The guarantee form shall be re-typed onto the Contractor's 1. Swing check valves 2" and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings, in the work and the contract sum being adjusted accordingly. All such above rules, regulations, or requirements of the same. However, when letterhead and shall contain the re-typed information: construction with replaceable composition,neoprene,or rubber disc and shall 2. Connections shall be made at thea approximate locations shown n orders and adjustments plus claims by the Contractor for extras must be these Specifications and Drawings call for or describe materials, S.On or before the date of the final field observation,the Contractor shall following meet or exceed Federal Specification WW-V--5 Class A T IV. pP O o the Pe � Type Drawings. The Contractor is responsible for minor changes caused by actual made in writing before executing the work involved. workmanship, or construction of a better quality,higher standard, or deliver the corrected and completed sepias to the City of Rancho Cucamonga. 2.Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. site conditions. GUARANTEE FOR IRRIGATION SYSTEM thread inlet and outlet. Internal art Larger size than is required by the above rules and regulations,the Delivery of the sepias will not relieve the Contractor of the responsibility of parts shall be stainless steel and neoprene. G. CORRECTION OF WORK: The Contractor shall re-execute an provisions of these Specifications and Drawings shall take precedence.. famishing required information that may be omitted from the prints. Anti-drain valve shall be field adjustable against drawout from S to 40 feet of C.Electrical Supply: Y P P g P g q Y P We hereby guarantee that the irrigation system we have furnished head. Anti-drain valve shall be similar to the Valcon"ADV"or approved 1.Electrical connections for any and all automatic controllers shall be made to work that fails to conform to the requirements of the contract and shall workmanship,remedy defects due to faulty materials or workmanship upon written D. Explanation of Drawings: C.Controller Charts: and installed is free from defects in materials and worP, equal. electrical point(s)of connection as indicated on the Drawings. notice from the City Inspector for a period of one hundred-eighty(180) and the work has been completed in accordance with the Drawings J.Control Wiring:and Specifications, ordinary wear and tear,unusual abuse,or 2.Connections shall be made at the approximate location(s)shown on the days from the date of completion of the contract. 1. Due to the Scale of the Drawings, it is not possible to indicate all 1.As-builts drawings shall be approved by the City of Rancho Cucamonga neglect excepted. We agree to repair or replace any defects in 1.Except as noted otherwise,connections between the automatic controllers and Drawings. The Contractor is responsible for minor changes cause by actual offsets, fitting, sleeves, etc., which may be required. The Contractor shall before controller charts are prepared. tial or workmanship which may develop during the period of the electric control valves shall be made with direct burial copper wire AWG- site conditions. material H. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After carefully investigate the structural and finished conditions affecting all of U.F. 600 volt. Control wiring installed in control wire conduit within structure 3.03 INSTALLATION g g gh y responsibility p g one year from date of acceptance and also to repair or replace any shall be made with AWG-TW solid co reviewing the drawings thouou I it is the Contractor's res onsibilit to his work and fan his work accordingly, furnished such fittings, etc., as 2.Provide one controller chart for each controller sequence. Aper wire. Pilot wires shall be a A.Trenching: damage resulting from the repairing or replacing of such defects at different color wire for each automatic controller. Common wires shall be 1.Dig trenches straight and support pipe continuous) on bottom of trench. La clarify with the City Inspector any questions the Contractor may have may be required to meet such conditions. Drawings are generally no additional costs to the City. We shall make such repairs or white with a different color stripe for each automatic PP P P y Y regarding the method of construction,quantities or quality of materials diagrammatic and indicative of the work to be installed. The work shall be 3.The chart shall show the area controlled by the automatic controller and shall P controller. Install in pipe to an even grade. Trenching excavation shall follow layout indicated on mreplacements within a reasonable time, as determined by the City, accordance with valve manufacturers specifications and wire chart. In no case the Drawings and as noted.e included or called out. If the Contractor can not contact the City Inspector, installed in such a manner as to avoid conflicts between the irrigation be the maximum size which the controller door will allow. after receipt of written notice. In the event of our failure to make shall wire size be less than#14. 2.Provide for aminimum of twenty-four 24 inches cover for all irrigation lin s the Contractor must qualify his bid or accept the interpretation of the City system,planting and architectural features. s 11 wire shall e le the y ( ) e Inspector on the questionable areas as the develop during construction. such repairs or replacements within a reasonable time after receipt g occupy a same trench and shall be installed along the same installed under paving or hardscaping. P q y P g 4. The chart is to be a reduced drawing of the actual installed system. However, of written notice from the City,we authorize the City to proceed to route as pressure supply or lateral lines wherever possible. 3.Provide for a minimum of twenty-four(24)inches cover for all pressure 2. All work called for on the Drawings by notes or details shall be in the event the controller sequence is not legible when the drawing is reduced, have said repairs or replacements made at our expense and we will 3.Where more than one(1)wire is placed in a trench,the wiring shall be taped meet supply lines of three(3)inches or larger in diameter. 1. SAMPLES: The City Inspector reserves the right to take and analyze furnished and installed whether or not specifically mentioned in the it shall be enlarged to a size that will be readable when reduced. together at intervals of fifteen 1 S feet. samples of materials for conformity to specifications at any time. The specifications. pay the costs and charges therefore upon demand. g ( ) 4.Provide for a minimum of eighteen(18)inches cover for all pressure supply Contractor shall furnish samples upon request by the City Inspector. 4.An expansion curl shall be provided within three(3)feet of each wire lines of two and one half 2'/2" PROJECT: ( )inches or smaller S. The chart shall be a black line or blueline ozalid print and a different color connection. Expansion curl shall be of sufficient length at each splice S.Provide for a minimum of twelve(12)inches for all non-pressure lines. Rejected materials shall be immediately removed from the site and 3. The Contractor shall not willfully install the irrigation system as shown shall be used to indicate the area of coverage for each station. connection at each electric control valve,so that in case of repair,the valve 6.Provide for a minimum cover of eighteen(18)inches for all control wiring. replaced at the Contractor's expense. The cost of testing materials not on the Drawings when it is obvious in the field that obstructions, grade LOCATION: bonnet may be brought to the surface without disconnecting the control wires. 7.Refer to City Standard 120"Trench Repair"when within City streets meeting specifications shall be paid by the Contractor. differences, or discrepancies in area dimensions exist that rni t not have Control wires shall be laid loosely in trench without stress or stretching wire susceptible to traffic loads. 6. When completed and approved,the chart shall be hermetically sealed between SIGNED: conductors. been considered in engineering. Such obstructions or differences should two pieces of plastic,each piece being a minimum 20 mils. J. PRE-CONSTRUCTION CONFERENCE: Schedule apre-construction be brought to the attention of the City of Rancho Cucamonga. In the event 5.All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, B.Backfilling:ADDRESSED. Rainbird Snap-Tile wire connectors.,or approved equal. Make only one splice 1.The trenches shall not be backfilled until all required tests are performed.Trenches shall be meeting with the City Inspector at least seven(7)days before beginning this notification isnot performed,the Contractor shall assume full p 7. These charts shall be completed and approved prior to the final field with each connector sealing pack. carefully backfilled with the excavated materials approved for backfilling,consisting of earth, work. The purpose a this conference is to review any questions the responsibility for any revision necessary. observation of the irrigation system. PHONE: DATE OF ACCEPTANCE: 6.Field splices between the automatic controller and electric control valves will loam,sandy clay,sand, or other approved materials,free from large clods of earth or stones. Contractor may have regarding the work, administrative procedures during construction and protect work schedule. 1.03 SUBMITTALS not be allowed without prior approval of the City of Rancho Cucamonga. Backfill shall be mechanically compacted in Iandscaped areas to a dry density equal to adjacent D.Operation and Maintenance Manuals: undisturbed soil in planting areas.Backfill will conform to adjacent grades without dips,sunken K.Automatic Controller: areas,humps or other surface irregularities. 2. A fine granular material backfill will be initially A. Material list: PART 2 -PRODUCTS 1.Prepare and deliver to the City of Rancho Cucamonga within ten calendar 2.01 MATERIALS 1.Automatic controllerm s)shall be of size and type shown on the Drawings. placed on all lines.No foreign atter larger than one- half(2)inch in size will be permitted in the 2.Final location of automatic controller(s)shall be approved by the City of initial backfill. 1. The Contractor shall furnish the articles,equipment,materials,or days prior to completion of construction,two hard-cover,three ring binders A. General: Use only new materials of brands and types noted on Rancho Cucamonga. 3.Flooding of trenches will be allowed only with approval of the City of Rancho Cucamonga specified herein processes specified by name in the Drawings and Specifications. No containing the following information: drawings, p , or approved equals. 3.Unless otherwise noted on the Drawings,the 120 volt electrical power to each 4.If settlement occurs and subsequent adjustments in pipe,valves,sprinkler heads,lawn, substitution will be allowed without prior written approval b the Cit of B. PVC Pressure Main Line Pipe and Fittings: automatic controller location is to be furnished by others. The final electrical g necessary,the Contractor shall make all required adjustments P PP Y Y a. Index sheet which states Contractor's name,address,and telephone number, hook-up shall be the responsibility planting,or other construction are p 1. Pressure main line piping for sizes 2" and larger shall be PVC P po bility of the Contractor. without cost to the City. Rancho Cucamonga. and which lists each installed equipment and material item including names and Class 315. addresses of manufactures local representatives. 2. Class 31 S pipe shall be made from an NSF approved L.Electric Control Valves: C.Trenching an 2. Complete material List shall be submitted prior to performing any P�P pp oved Type 1, g d Backfill Under Paving: work. b.Catalog and parts sheets on every material and equipment item installed Grade, PVC compound conforming to ASTM resin specification 1.All electric control valves shall be the same size and type shown on the 1.Trenches located under areas where paving,asphaltic concrete,or concrete will Drawings. be installed,shall be backfilled with sand(a layer four(4)inches below the Material list shall include the manufacturer, model number, and under this Contract. D 1784. All pipe must meet requirements asset forth hi Federal 2.All electric control valves shall have a manual flow adjustment. o a Guarantee statement. Specification PS-22-70 1 pipe and six (6)inches above the pipe)and compacted in layers to 95 /o description of all materials and equipment to be used. Although p , with an appropriate standard dimension 3.Provide and install one control valve box for each electric control valve. compaction,using manual or mechanical tamping devices. Trenches for d.Complete operating and maintenance instructions on all major S.D.R. S P g p g manufacturer and other information may be different, the following is a ( ) (Solvent-weld Pipe). guide to proper submittal format: equipment. 3. Pressure main line piping for sizes 1-1/2" and smaller shall be M.Control Valve Boxes: piping shall be compacted to equal the compaction of the existing adjacentundisturbed soil and shall be left in a firm unyielding condition. All trenches PVC Schedule 40 with solvent welded joints. NOTE:Use purple covers/boxes with appropriate warnings for reclaimed systems. shall be left flush with the adjoining grade. The Contractor shall set in place, Item No. Description Manufacturer Model No. 2.In addition to the above mentioned maintenance manuals,provide the City's 4. Schedule 40 pipe shall be made from NSF approved Type 1, 1.Use 10"x 10-3/4"round box for all gate valves. Carson Industries#910-12H cap and pressure test all piping under paving prior to the paving work. maintenance personnel with instructions for major equipment and show evidence Grade 1 PVC compound conforming to ASTM resin specification with green bolt-down cover or approved equal. Extension sleeve shall be PVC 2.Generally,piping under existing walks is done by jacking,boring,or hydraulic in writing to the Cit of Rancho Cucamonga with minimum size of six(6)inches. driving, 1 Backflow Preventer Febco 825-Y-BV g Y ga at the conclusion of the D 1785. All pipe must meet requirements as set forth in Federal g but where any cutting or breaking of sidewalks and/or concrete is 2.Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. Carson necessary,it shall be done and replaced by the Contractor as a part of the 2 Automatic Controller Calsense ET1-24-DR project that this service has been rendered. Specification PS-21-70. Industries# 1419-12H with green bolt-down cover ora roved equal. 3 Master Valve Superior 3100 RCV S. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF pp q Contract cost. Permission to cut or break sidewalks and/or concrete shall be 3.Use 6"diameter x 8-3/4"deep round plastic valve box for all quick coupling obtained from the Cit of Rancho Cucamonga. No hydraulic driving will be 4 Etc. Etc. Etc. E.Equipment to be Furnished: approved conforming to ASTM test procedure D2466. y g y g PP g P valves. Carson Industries#608-12 with green flex-lock cover or approved permitted under concrete paving. 6. Solvent cement and pruner for PVC solvent-weld pipe and equal. 3.Refer to City Standard 120"Trench Repair"when within City streets Irrigation submittal must be specific and complete. All items must by 1. Supply as a part of this contract the following tools: fittings shall be of type and installation methods prescribed by the 4.Use 9-1/2"x 16"x I V rectangular box for all electric control valves installed susceptible to traffic toads. listed and should include solvent,primer, wire, connectors, valve,boxes, manufacturer. within on-grade landscaped areas. Carson Industries# 1419-12D with green etc. No copies of manufacturer's literature(catalog cuts)are required as a.Two(2)sets of special tools required for removing,disassembling and 7. All PVC pipe must bear the following markings: bolt-down cover or approved equal. submittal information. adjusting each type of sprinkler and valve supplied on this project. a. Manufacturer's name 5.Use 10"x 10-1/4"round box for all quick coupling valves installed within on- b. Two(2)four-foot valve keys for operation of gate valves. b. Nominal pipe size structure landscaped areas. Carson Industries No.910-12B with green bolt- 3. Equipment or materials installed or furnished without prior approval c. Two(2)keys for each automatic controller. e. Schedule or class down cover or approved equal. of the City of Rancho Cucamonga may be rejected and the Contractor may d.One(1)quick coupler key and matching hose swivel for every five(5) d. Pressure rating in P.S.I. N. Sprinkler Heads: be required to remove such materials from the site at his own expense. or fraction thereof of each type of quick coupling valve installed. e. NSF(National Sanitation Foundation) approval 1.All sprinkler heads shall be of the same size,type,and deliver the same rate of f. Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as DESCRIPTION OF REVISION OATS �+EN 4. Approval of any item, alternative or substitute indicates only that the 2. The above mentioned equipment shall be tumed over to the City at the 8. All fittings shall bear the manufacturer's name or trademark, shown on the Drawings and/or specified in these special provisions. product or products apparently meet the requirements of the Drawings and conclusion of the project. Before final observation can occur,evidence that material designation, size, applicable I.P.S. schedule and NSF seal 2. Spray heads shall have a screw adjustment. CITY OF RANCHO C U CAM 0 N GA Specifications on the basis of the information or samples submitted. the City has received material must be shown to the City of Rancho of approval. 3.Riser units shall be fabricated in accordance with the details shown on the Cucamonga. drawings. g C. PVC Non-Pressure Lateral Line Piping: S. Manufacturer's warranties shall not relieve the Contractor of his 1. Non-pressure buried lateral line piping shall be PVC 4.Riser nipples for all sprinkler heads shall be the same size as the riser opening GENERAL CONDITIONS AND the sprinkler body. IRR liability under the guarantee. Such warranties shall only supplement the 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING Schedule 40 with solvent-weld joints when installed in planting S.All sprinkler heads of the same type shall be the same manufacturer. IRRIGATION SPECIFICATIONS guarantee. areas. FOR LIVID ANNExATION DSCgPE A.Handling of PVC pipe and fittings: The Contractor is cautioned to exercise 2. Non-pressure lateral line piping installed under paved areas 0. Sleeving: B. RECORD DRAWINGS: care in handling,loading,unloading,and storing PVC pipe and fittings. All PVC shall be PVC Schedule 40 with solvent welded joints. 1. Sleeving under hardscape or paved areas for mainline,lateral lines or control VICTORIA ARB0RS ' pipe shall be transported in a vehicle which allows the length of pipe to lie flat so 3. Pipe shall be trade from NSF approved, Type 1, Grade II wiring shall be Schedule 40 P.V.C.or approved equal. TRACTS 16369 & 16371 ems° 1. The Contractor shall provide and keep up-to-date a complete record as not to subject it to under bending or a concentrated external load at any point. PVC compound conforming to ASTM resin specification D1784. set of blueline ozalid prints which shall be corrected daily, showing every Any section of pipe that has been dented or damaged will be discarded,and if All pipe must meet requirements set forth in Federal Specification P.Vandal Resistant Controller Enclosure: change from the original Drawings and Specifications and the exact installed,shall be replaced with new piping. PS-22-70 with an appropriate standard dimension ratio. L Controller enclosure shall be of size and type shown on the Irrigation APPROVED BY: QAlE: ' r * installed locations, sizes, and kinds of equipment. Prints for this purpose Drawings and Irrigation Detail sheet. �� e e a * pure 4. Except as noted in paragraphs 1, 2, and 3 of this section CITY ENGINEER //�/�� RCE: 2 953 i a 0 0 may be obtained from the City of Rancho Cucamonga at cost. This set of (2.01 B), all requirements for non-pressure lateral line pipe and DE90r1 sT �P drawings shall be kept on the site and shall be used only as a record set. ON, PN qt � fittings shall be the same as for solvent-weld pressure main line F of CA'U� pipe and fittings as set forth in section 2.0113 of the Specifications. Withers and Sandgren, Ltd. DRAM Landscope Architecture PACE ON 3467 New V1.r 8outevard, Sut1e A I..-17 of 23 Ctendato, CA 91208 Tab (816) 236-3006 F= (818) 236-3066 DPAWM Lw J922-L 2/7/2005 PROJECT SHT. NO. OF __ 11 B. Testing of Irrigation System: . Assemblies: 1. The Contractor shall request the presence of the City of Rancho Cucamonga C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all Apply, spread, and rototill in all soil amendments as recommended to a depth of 6 Water 6.04 Responsibility and Coordination: 1. Routing of sprinkler irrigation lines as indicated on the Drawings is in writing at least 48 hours in advance of testing. temporary utilities such as water, electrical power and gas as required by him for the area thoroughly after rototilling is complete. Incorporate evenly into the top 4 to 6 the A. Landscape Contractor is responsible for the erection of all signs and barriers required DFd diagrammatic. Install lines(and various assemblies)in such a manner as to 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square construction of the project. Temporary services shall be coordinated with the City following for each 1,000 square feet of planting area: to prevent intrusion into the treated areas and to notify the public. conform with the details in the Drawings. inch and prove watertight. and other contractors on the job site. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. B. No material or methods shall affect the landscape planting or hydroseed germination. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its Note:Testing of pressure main lines shall occur prior to installation of the electric control valves. D. Survey,Reference Points, and Elevations: The Contractor is responsible for 200 lbs. of Gro-Power or approved equal. No material or method shall render the job site unusable for more than 10 days from own outlet. 3.All piping under paved areas shall be tested under hydrostatic pressure of 150 establishingall surveys,reference points and elevations required b hum, and shown The above soil conditioningare minimal qualities only and should be used onlyfor bidding pounds per square inch and proven watertight prior to paving. Y p q y q y date of application. 3. Install all assemblies specified herein in accordance with respective detail. In on plans for proper execution of site construction. purpose,because soil conditions may change drastically from the time these specifications 6.05 Non-Selective Herbicides: 4. Sustain pressure in lines for not less than six(6)hours. If leaks develop, absence of detail drawings or Specifications pertaining to specific items replace joints and repeat test until entire system is proven watertight. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours were developed to the time the actual soil conditioning take place. Therefore,the Contractor Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended required to complete work,perform such work in accordance with best p q p S.All hydrostatic tests shall be made only in the presence of the General required by him for the construction of the project. All temporary traffic barriers and shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. by the Pest Control Advisor) standard practice with prior approval of City of Rancho Cucamonga. Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled detours shall conform to all conditions required by the City or governing authorities. These soil tests shall be conducted by an approved Agronomic soils testing laboratory 6.06 Selective Herbicides: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and moisture until it has been observed,tested,and approved in writing. 1.05 Defective and Unauthorized Work: approved by the project Landscape Architect and City. Copies of the soil test to be provided Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the before installation. Installation and solvent welding methods shall be as 6.Furnish necessary force pump and all other test equipment. All work which is determined by inspection to be defective in its construction or deficient in during the Pre-construction job conference. Pest Control Advisor) recommended by the pipe and fitting manufacturer. 7.When the irrigation system is completed,perform a coverage test in the any of the requirements of the plans and specifications,shall be remedied or removed,and 3.05 Finish Grading: 6.07 Weed Eradication: presence of the City of Rancho Cucamonga to determine if the water coverage S. On PVC to metal connections,the Contractor shall work the metal replaced by the Contractor at his own expense in a manner acceptable to the Landscape After rototilling operations are complete, grade areas to establish finish grades for planting. If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the for planting areas is complete and adequate. Furnish all materials and perform connections first. Teflon tape or approved equal,shall be used on all threaded Architect and City. All flow lines shall be maintained and proper tolerances shall be met after settlement at the planting areas will require control prior to removal spray these areas per Pest Control all work required to correct any inadequacies of coverage due to deviations p g q p , p y p PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure from the Drawings,or where the system has been willfully installed as 1.06 Inspections: end of the project maintenance period. Advisor's recommendations. is all that is required. Where threaded PVC connections are required,use indicated on the Drawings when it is obviously inadequate,without bringing The Contractor shall arrange for inspections by notifying the Landscape Architect,City and Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade A. Prior to the installation of the irrigation system remove and clear all weeds and threaded PVC adapters into which the pipe may be solvent welded. this to the attention of the City of Rancho Cucamonga. This test shall be governing authorities,24 hours prior to time of inspection,unless otherwise noted. change. deleterious materials from planting areas. accomplished before any ground cover is planted. Inspections shall be as listed below,but not necessarily in this order. Only the inspection 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" -2" E. Line Clearance: 8.Upon completion of each phase of work,the entire system shall be tested and pertaining to the project scope of work will apply: Weed abatement work shall be coordinated with the installation of the irrigation system below the surface of the soil. Physically remove all weeds from the site. 1. Domestic Potable Water Supply: All lines shall have a minimum clearance of six(6) adjusted to meet site requirements. Rough Grading. rototilling and soil amendment work, and planting. (See Weed Abatement section). inches from each other and twelve (12)inches from lines of other trades,with the 3.07 MAINTENANCE Drain Lines and Catch Basins. PART 7 -LANDSCAPE MAINTENANCE exception of the control wire sleeve(s)which shall be installed adjacent to pressure supply A.The entire irrigation system shall be under full automatic operation for a period of Irrigations(main line pressure,coverage&system operations test). PART 4 -TREES AND SHRUBS 7.01 Scope of Work: line. Parallel lines shall not be installed directly over one another. seven(7)days prior to any planting. Soil Preparation and Finish Grading. 4.01 Scope of Work: Provide all materials, labor and equipment necessary for,or incidental to,performing all 2. Reclaimed Water Supply: B.The City of Rancho Cucamonga reserves the right to waive or shorten the operation Plant Material(delivery&placement). Provide all material,equipment, and labor necessary to install all trees and shrubs as shown maintenance requirements as reasonably implied or as delineated in the specifications Basic Separation Standards: (a)Parallel Construction: The horizontal distance between period. Substantial Completion Inspection(at completion of landscape improvements)- 7 on plans, as reasonably implied and as delineated in the specifications. including,but not limited to the following: pressure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP Days. 4.02 Products Maintain all plants and planted areas. feet. (b)Perpendicular Construction(Crossing): Pressure water mains shall be at least Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be Final Inspection(after maintenance period)- 7 days. A. Nomenclature-Plant names indicated on the drawings conform the "Standard Plant Keep planted areas free of weeds and debris. one foot above sanitary sewer and reclaimed water lines where these lines must cross. removed from the site,all walks and paving shall be bloomed or washed down,and any The contractor shall arrange a Preconstruction job conference with the Landscape Architect Names" established by the American Joint Committee on Horticulture. Except for Prune trees and shrubs. „ damage sustained on the work of others shall be repaired to its original condition. General Notes: (a)No pipe joints shall be permitted within the 12 above the sewer or and City a minimum of seven(7)days prior to the beginning work. naives covered therein,the established custom of the nursery is followed. Fertilized all plants and planted areas. 09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE reclaimed water line. It is the intent of these specifications that no joints shall occur below 3. 1.07 Guaranties: g B. Condition-Plants shall be symmetrical,typical for variety and species,sound, Irri ation. A.The Contractor shall operate each system in its entirety for the City of Rancho the sewer or reclaimed water line, where there is a perpendicular crossing. If that cannot be d bddinlthiestss Cucamonga at time of final observation. Any items deemed not acceptable by the A. Plant Materials: All trees, shrubs, grouncover; eg plants and lawn shall be heay,vgorous, free from plant disease,insect p ,or their egg ,and shall have Insecticide spraying. accomplished,the new pipeline shall be encased in concrete for the full length where the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City guaranteed from date of final acceptance of landscape construction for periods as healthy,normal root systems, well-filling their container,buy not to the point of being 7.02 Fertilizers: pipe is below the sewer or reclaimed water line. Encasement shall be per City Standards. of Rancho Cucamonga. follows: root bound. Plants shall not be pruned at anytime,and in no case shall trees be A.Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro- (b) B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City Trees 24"box& larger 1 year topped. Power Controlled Release Nitrogen, as designated herein,or approved substitute as All D.I.P.must have hot dip bituminous coating and all class 200 P.V.C.must meet DR-14 has received all accessories,charts,record drawings,and equipment as required before Trees 15 gal. & smaller 1 year C. Trees and shrubs shall be growing at a recognized nursery in accordance with good required by the Agronomic soils report. Available from Gro Power(909)393-3744. final site observation can occur. y p p Y B. Ammonium Sulfate: Granular form containing not less than 21 /o nitrogen and 24% per AW WA C900 or equivalent. (c)This criteria does not apply for a reclaimed water Line Shrubs All sizes 120 days horticulture practices and shall be of the size and caliper normally associated with the a crossing another reclaimed water line. (d)The construction criteria apply to house laterals 3.10 SITE OBSERVATION SCHEDULE Ground Cover 120 days container size specified on plans. Removal of all tags,labels,nursery stakes and ties sulfur and shall be registered as an agricultural ininer,with the State Department of that cross above a pressure water main but not to those house laterals that cross below a A.The Contractor shall be responsible for notifying the City of Rancho Cucamonga in Bedding Plant 120 days from all plant material prohibited until the approval of the Landscape Architect or Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the pressure water main. advance for the following observation meetings,according to the time indicated: Lawn(sod) 120 days City. Agricultural Code. 1.Pre-Job Conference-7 days Lawn(seed) 120 days from first snowing D.All plant material delivered to the site showing signs of damage or disease or is 7.03 General: F. Automatic Controller Assembly: 2.Pressure supply line installation-24 hours insufficient in size to carry out the intent of the planting plan will not accepted and will Maintenance shall start immediately after landscape irrigation and planting. Install as per manufacturer's instructions. Remote control valves shall be connected to 3.Lateral line and sprinkler installation-24 hours Guarantees begin after the project acceptance by City and at the end of the 180-day be replaced at Contractor's expense. Maintain all plants and planted areas on a continuous basis as they are installed during the controller in numerical sequence as shown on the Drawings. 4.Automatic controller installation-24 hours maintenance period. Landscape Contractor shall replace and plant all materials which have E. Sizes of Plants - Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon, progress of the work, and continue to maintain them until final acceptance of total project. 5.Control wire installation-24 hours died within the time span stated above, at no cost and within 5 days from receiving written and 15-gallon)shall have been grown in containers for at least one(1)year,but not Replace any dead or dying plants as directed by the Landscape Architect and City 6.Pressure supply line and lateral line testing-48 hours G. High Voltage Wiring for Automatic Controller: notice from the Landscape Architect or City.If dead material is not replaced and planted over two(2)years. representative. Coverage test-48 hours 1. 120 volt power connection to the automatic controller shall be provided by the 7. within the 5 day period,City may replace dead material with new material and charge the F. Substitutions- Substitutions for indicated plant material will be permitted provided A. Irrigation: Operate irrigation system on an established program to maintain all plants 8.Final observation-7 days Contractor. B.When observations have been conducted other than the City of Rancho Cucamonga, Landscape Contractor for all expenses incurred the substitute materials are approved in advance by the City,and are made at no and planted areas in a healthy condition. Irrigation system run-off shall be kept to a 2.All electrical work shall conform to local codes,ordinances,and union show evidence in writing of when and by whom these observations were made. B. Construction Materials: The contractor shall guarantee all workmanship and additional cost to the City. Except for authorized variations, all substitute plant minimum. Damage to irrigation system resulting from maintenance and equipment authorities having jurisdiction. C.No site observations will commence without"As-Built"record drawings. The materials for all site development, for a period of one year from date of final acceptance of materials shall conform to the requirements of these specifications. and/or maintenance personnel, shall be restored to its original condition at no cost to contractor shall not call for a site visit without"As-Built"record drawings,without project. G. Plants Not Approved-Plants not approved are to be removed from site immediately the City. Failure of any part of the irrigation system shall be brought to the attention H. Remote Control Valves: completing previously noted corrections,or without preparing the system for said 1.08 Material and Labor Releases: and replaced with suitable plants. The City reserves the right to reject entire lots of of the City. No repairs other than emergency repairs shall be accomplished without 1. Install where shown on the Drawings. Where grouped together,allow at least visit. Upon completion of the work,the Contractor shall present to the City,signed copses of all plants represented by defected samples. written permission from the City. twelve(12)inches between adjacent valve boxes. Install each remote control labor and materials releases for all work performed under Site Development. H. Stake all trees,as per details immediately after planting to prevent wind damage. B.Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at CONCRETE SPECIFICATIONS 1.09 Disposal and Clean-up: 1.Plant trees that are to be located in lawn or ground cover areas after finish grades are valve in a separate valve box. PART 1 GENERAL p p' � � intervals not to exceed 10 calendar days. 1.01 Description Remove all waste materials(including excavated material classified as unacceptable soil first established and allow at least 7 calendar days prior to installation of said lawns or The Contractor may elect to remove such concentrations of weeds manually or by an 1. Flushing of System: For concrete information refer to the Standard Specifications for Public Works Construction material),trash and debris generated or encountered during the course of landscape ground cover to provide for thorough watering of trees. All planting holes shall be excavated approved herbicide program. 1.After all new sprinkler pipe lines and risers are in place and connected, all (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201,303, construction, and legally dispose of it. During the course of the work,remove surplus as defined on appropriate details. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program necessary diversion work has been completed,and prior to installation of and 400,as well as any other sections related to the installation,per and post installation of materials from the site and leave premises in a neat and clean condition. Clean up and 4.03 Soil Amendments: and as may become necessary thereafter by an approved method of pest control,to sprinkler heads,the control valves shall be opened and full head of water used concrete work,materials,labor,and clean-up. The Standard Specifications for Public Works remove all remaining debris and surplus materials upon completion of work,leaving the Soil amendments shall be as recommended in the Agronomic soils report keep all plants and planted areas free of insects and disease. Method shall be reviewed to flush out the system. Construction is available from: premises neat and clean. The site shall be cleaned upon the request of the inspector. 4,04 Trees Stakes: by the City prior to any applications. Pest Control shall include Gopher control. News 2. Sprinkler heads shall be installed only after flushing of the system has been BI BuTree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start accomplished to the complete satisfaction of the city of Rancho Cucamonga. Los Angeles,CA 3055 Overland Avenue enue PART 2-EXECUTION information. of maintenance program and continue to prune plants as directed or as may become 2.01 Protection: necessary until the end of the maintenance program. (310)202-7775 rY p J. Sprinkler Heads: 1.02 Scope Keep all plant material delivered to site in a healthy condition for planting. Plants shall not PART 5 -GROUND COVER AND BEDDING PLANTS Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to Furnish and install all concrete work complete as indicated on the drawings or as specified, be allowed to dry out. Bare root stock shall be separated and heeled-in,in most earth or other 5.01 Scope of Work: necessary to achieve and overall even appearance. Exterminate gophers and moles; be installed in this work shall be equivalent in all respects to those itemized. including,but not limited to the following: suitable material until planting. Balled and burlapped plants shall have root ball covered with Provide all materials and equipment and perform all work necessary for and incidental to repair damage. A.Furnish and set all reinforcing steel,bolts,and anchors. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. g moist sawdust, wood chips or other suitable material until planting. installing all ground cover and bedding plants, as shown on plans,as reasonably unp se ,or In no case shall the spacing exceed the maxi murn recoimnended by the B.Install all items required by other trades which are to be cast into concrete. C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where delineated in the specifications. PART 8 -ACCEPTANCE OF PROJECT manufacturer. 2.02 Installation: 5.02 Bedding Plants: 8.01 General: applicable. Detailed layout of plants within the planting areas shall be erforned b Contractor and Perennials and Annuals: Provide health container own plants from a recognized nurse 1.03 Protection Y p p g p y y � p � nursery, Upon completion of installation, a maintenance period of a uununusn of 180 days for all 3.04 TEMPORARY REPAIRS All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. approved by the Landscape Architect and City prior to planting. and of the species and variety shown on plans. landscaped areas is required prior to final acceptance of the work by the City. The The City reserves the right to make temporary repairs as necessary to keep the sprinkler Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,place Soil excavated from planting holes shall be amended to backfill around trees and shrubs using 5.03 Ground Cover: Commencement date for the maintenance period shall commence upon written approval for all system equipment in operating condition. The exercise of this right by the City shall not and remove all of his own barricades. Contractor shall be responsible for any damage to new the following mixture: Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be phases of planting installation by the City Public Works Inspector. Maintenance period shall be relieve the Contractor of his responsibilities under the terns of the guarantee as herein construction and replacement or repair of the work shall be made without added cost to the Native,On-Site Soil with rock no greater than 3" in diameter established and well rooted in flats or similar containers. adequate to verify plant characteristics and establishment. specified. City. Gro Power Plus, 5-3-1 15 lbs/cy 5.04 Mulch: pe p 1.04 Clean-up Iron Sulfate 2 1bsJc Mulch: Shall be of compacted wood chi fiber. A. Two inspections shall be made that affect the establishment period: The first after al Upon completion of all concrete work and before final acceptance,the Contractor shall Y p p plantings have been completely installed in order to approve the beginning of the 3.05 EXISTING TREES (To be used for bidding purposes only,verify with Agronomic Soils Test.) 5.05 Coordination: establishment period, and the second at the end of the establishment period. If remove all tools,surplus materials,apparatus,debris,etc. from the site and the site shall be Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all After Aftbackfilling,construct a 3" earthen berm to form watering basin around each plant,to A. Do not have plants delivered to the job site until site conditions are ready for planting. plantings are not acceptable at the end of the 180 da period,due to defective left in a clean,neat condition acceptable to the City. pg p Y possible care to avoid injury to trees and tree roots. Excavation in areas where two(2)inch allow thorough water-in and establishment. If planting is delayed,keep plant roots moist and place in a sheltered location maintenance,then continue establishment until all work meets with the Specifications and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter, PLANTING SPECIFICATIONS Prior to installation of turf and ground cover,remove water basins from around trees and protected from the sun,wind and other dainaging elements. and can be approved. except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily PART 1 -GENERAL shrubs. Benns in turf areas to be removed prior to City acceptance. B. Soil preparation and fine grading shall be completed and trees and shrubs installed B.At termination of establishment period all plant material shall be live,healthy, wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is 1.01 Scope of Work: prior to bedding plants and ground cover planting. undamaged, and free of infestation. Inferior plantings shall be replaced and brought run close to trees having roots smaller than two(2)inches in diameter,the wall of the trench Contractor shall provide all materials,labor and equipment incidental to and necessary for PART 3 - SOIL PREPARATION AND FINISH GRADING 5.06 Installation: to a satisfactory condition before final acceptance of work will be made. All areas adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one 1 inch completing all work,as indicated on the drawings,as reasonably implied,or as delineated in 3.01 Scope of Work: Plant ground cover and bedding plants in moist soil and ace as indicated on plans.1 g gh. O' p �' g p p p shall be neatly raked and free of weeds. i S he Specifications as follows. and larger in diameter shall be painted with two coats of Tree Seal,or equal. Trenches tA. Provide all materials and equipment, and perform all work necessary for and Each plant shall be planted with its proportionate amount of soil so as to minimize root adjacent to tree should be closed within twenty-four(24)hours; and where this is not 1.02 Standards:All work and materials shall comply with governing codes,safety orders,standards,and incidental to the soil preparation and finish grading of all planting and lawn areas as disturbance. Soil moisture shall be such that soil does not crumble when removing plants possible,the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. regulations,and meet the minimum requirements of the Standard Specifications For Public shown on plans, as reasonably implied,or as delineated in the specifications. from container. Works Construction(Green Book)latest edition. B. Furnishing,placement and grading,of topsoil for backfilling of planters if required. Regrade planter areas after planting,to restore smooth finish grade and to insure proper 3.06 FIELD QUALITY CONTROL 1.03 Quality Assurance: C. Cleaning and finish grading of planters areas and planting areas. surface drainage. A 4" layer of mulch material shall be spread over the entire planter area Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible A.All Contractors performing Site Development work,must be licensed in accordance 3.02 Topsoil: after grade is established. Watering shall begin uninediately after mulching.(Grading shall care to avoid injury to trees and tree roots. excavation in areas where two(2)inch and larger with the laws of the State of California. A. Existing on-site soils listed as'acceptable'under'Site Grading' specification. accommodate the mulch) roots occur shall be done b hand. All roots two 2 inches and larger in diameter,except B.Contractor shall provide the Landscape Architect and the City with a list of B. Topsoil imported to site for use as fill backfill in planters and mounding, shall be y O ' g p p p p g 5.07 Protection: aw directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with Subcontractors and Material Suppliers expected to be employed during the course of sandy textured. Silt plus clay content of this soil shall be no greater than 15 %by Erect temporary fencing or barriers to protect planted areas from damage prior to final DESCRIPTION OF REVISION DATE construction. �Pp'RONmc burlapto prevent scarring or excessive drying. Where a ditching machine is run close to trees weight. The boron content of this soil shall be no greater than 1 part per million as acceptance.p g �' g g C.Contractor shall obtain and keep in force Public Liability and Property Damage � p having roots smaller than two(2)inches in diameter,the wall of the trench adjacent to the tree Insurance,during entire course of the Construction Contract. The amount of measured on the saturation extract. The sodium absorption ratio(SAR)shall not CITY OF RANCHO C U CAM 0 N GA shall be hand trimmed,making clean cuts through.Roots one(1)inch and larger in diameter insurance shall be determined by City. exceed 3.0 millimohos per centimeter at 25 C. In order to ensure confonnance, PART 6-WEED ABATEMENT shall be painted with two coats of Tree Seal or equal. Trenches adjacent to tree should be closed D.Prior to start of site development work,the Contractor shall notify the Landscape samples of the imported soil shall be submitted to an agronomic soils testing 6.01 Scope of Work: IRRIGATION AND PLANTING within twenty-four(24)hours; and where this is not possible,the side of the trenchadjaeent to Architect and City to give starting and completion dates. Contractor shall also supply laboratory, approved by the project Landscape Architect for analysis prior to use. Provide all material, equipment, and labor necessary to perform all work as indicated on the tree shall be kept shaded with a burlap or canvas. the Landscape Architect and City with the name and telephone number of the person Result of testing to be delivered to City for approval. Soil test to include analysis and plans, as reasonably implied, and as delineated in the specifications. SPECIFICATIONS in charge of the work. recommendations. 6.02 Quality Assurance: FOR LM D A N N E XAT I 0 N 1.04 Responsibilities and Coordination: 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed b the State of A. Adjustment of the System: pp y A.Permits: The Contractor shall obtain and pay for all permits and inspections required p Agronomic y y report p y VICTORIA ARB0RS 1. The Contractor shall flush and adjust all sprinkler heads for optimum by governing authorities for the work to be performed. All soil amendments shall be ass specified in the A onomic Suitabilit /Fertilit soils re rt California as a Pest Control Operator and a Pest Control Advisor in addition to an performance and to prevent overspray onto walks,roadways,and buildings as B.Existing Conditions: The Contractor shall verify all conditions and dimensions shown furnished by the Contractor. subcontractor licenses that are required. TRACTS 163 69 & 16371 much as possible. on the plans at the site prior to commencement of any work under this contract. The 3.04 Soil Preparation: B.All materials and methods must conform to Federal, State,and Local Regulations. 2. If it is determined that adjustments in the irrigation equipment will provide Contractor shall verify the location and depth of all underground utilities prior to start All work on irrigation system shall be complete and inspected for recommended approval and 6.03 Submittal: proper and more adequate coverage,the Contractor shall snake such of work. tJ�DSCAp,e fine grading completed prior to rototilling and prior to soil amendment work. Prior to the installation of any weed control materials,the Landscape Contractor shall submit to APPROVED BY: _ _ I DAA � adjustments prior to planting. Adjustments may also include changes in rM. WITh eR 11 After rough grades have been estabalished,prepare all lawn and planting areas by tilling or the Landscape Architect/City a list of the weed control materials and quantities per acre intended CITY ENGINEER RM 24933 nozzle sizes and degrees of are as required. �, s 3, , cross ripping to a depth of 12".All rock and debris more than 2 in diameter shall be removed for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest 3. Lowering raised sprinkler heads by the Contractor shall be accomplished �° from the site except for areas that are to be sodded in which all rock and debris more than V Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape DESIGN within ten(I 0)days after notification by the City. in diameter shall be removed. Architect and City data to demonstrate the compatibility of the weed control materials and DN, PN HL 4. All sprinkler heads shall be set perpendicular to finished grades unless UOS methods with the intended planting and seed varieties present. DRWN Withers and Sandgren, Ltd. otherwise designated on the Drawings. * Landscape Architecture P 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so e a DN L-18 of 23 3467 Ocwn Vtwr Boulevard. Suif� A CHECM Gim2d/a7b/,2C0A091208 1 that each lateral operates at designPressure. Sr ids (ala) 236-3o0a Fox (SIB) 236-3066 WAWW NO. qTFOF LW a12L PROJECT SHT. NO. OF CAL CIVIC ENGINEERING, INC. srWNo LIGHTING FIXTURE SCHEDULE SYMBOL LIST (NOT ALL SYMBOLS ARE USED) NSULTING bNGINEERS&LA.NDSURVEYOR3 _- _- rosNO, LAMPS •VO,/STRUCTURALILANDSURVEYM -- CALCBY - ELECTRIC SERVICE PEDESTAL P1 THRU P11 SVM. --- ---- ---- -- - ,W--- DESCRIPTION WATTAGE MOUNTING [TONE(626)79i-2821 FAX(626)79E•6641 cNEcx er: 1C NO. WATTS TYPE _ R ogre 5,26/2004 120 24OV., 10, 3W PROJECT: �VICTORIAAR130R3-W1NE1tYCORNRE3 Light Pole 100 AMPS MAIN RECTANGULAR AREA LIGHT WITH SPECULAR ALUMINUM 116 1 100 HIPS POLE w( D Cel j A REFLECTOR. TYPE 3 DISTRIBUTION, BRONZE COLOR STRONG BOX MODEL MPS-A16-10K-T-P 240 VOLT � POLE LIGHT - �_� WITH GFI RECEPACLE AO STREET LIGHT �- _ _ SPAULDING CM-PM10-S100-III-MT(240)-CS 240Y LIGHT FIXTURE CALL OUT. 'A' INDICATES FIXTURE TYPE "100' INDICATES WATTAGE IV �. - b A _ T I_ C - O .L._ ' I'D O �- - fQ FLUSH FLOOR RECEPTACLE WTH COMBINATION BRASS COVER SHEET INDEX + DUPLEX RECEPTACLE, WALL MOUNTED +15 TO CENTER OF BOTTOM DEVICE P M 100A QUADPLEX RECEPTACLE, WALL MOUNTED +15' TO CENTER OF BOTTOM DEVICE t- I L-19 SYMBOL LIST FIXTURE SCHEDULE DETAILS � 2P -r- L-20 NOTES � , GFI-TYPE RECEPTACLE, MOUNTED IN POLE LIGHT L-21 TRACT 16369 / 16371 LIGHTING 100A L-22 TRACT 16369 / 16371 PHOTOMETRICS A-1,3,5 _As PANEL L-23 PANEL SCHEDULES HOME RUN TO PANEL LETTER DESIGNATES PANEL, NUMERALS DESIGNATE CIRCUITS. t s c a-r__ i 3 iv _CUG _ = 2, f I IP ') ► I - - - -- _ I P1 WIRING RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED. -1-L6 ! - I _ _ �._ .` _ � . � . _ - - - WIRING RUN UNDER FLOOR, OR UNDERGROUND. t � - = - - - - - - -- (1) 2"C. TO a JUNCTION BOX, MTD ON WALL, FIELD VERIFY MOUNTING HEIGHT - K., �o: ELECTRIC PULL BOX _ _ Q JUNCTION BOX OR PULL BOX _ � ��� rz/o ;IT'tl� �p � = ��_ _ �� _ - � -�-..•- ELECTRICAL PANE! BOARD AS DESIGNATED, FLUSH MOUNiED ELECTRICAL PANE! BOARD, SURFACE MOUNTED SCALE: < ASINGLEDIAGRAM 3 TYPIC L N.T.$. ELECTTZiCA! SERVICE PEDiSTAL >,) - � � t-w A - x• 4 •• 31 � • GENERAL NOTES � CONNECT TO COLD WATER PIPE. PROVIDE 1/YC. - 1 � GROUND Its. 1 t• (� �,f. . ,i T ,K a< 4, - i' � 4 I .� c• - - X 'X' INDICATES PANELBOARD OR EQUIPMENT DESIGNATION - ANCHOR BOLTS -10 "E-100' INDICATES PLAN PANE! SCHEDULE - - / -- - CONCRETE FOOTING 1. VERIFY LOCATIONS OF METER/PANELS WITH UTILITY COMPANY AND CITY INSPECTOR. , �(� �' C. p" I '< 112 ;E �a �?, t,SF' ( IA. - - "� - 2 PLAN NOTE REFERENCE, SEE NOTES FOR REQUIREMENTS LIGHT FIXTU PER 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR TO EACH LUMINAIRE AND ELECTRICAL PEDESTAL. O ELECTRICAL LANS SQUARE LIGHT POLE 3. TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR A RESIDENTIAL ENVIRONMENT, LAMP SUPPLIER CALCIVICENGINEtcRINO,INC Title: Dats:ll:osAM127rviAY04 Lor-6 MUST PROVIDE CORRECT LAMP COLOR AND TEMPERATURE PER SPECIFICATIONS, NO FIELD CHANGES /rte TRANSFORMER, RATINGS AS NOTED ON THE DRAWINGS. 2160 PARNELL WAY Description ALTADENA,CA91001 ADJACENT I I WILL BE MADE WITHOUT CORRECTIONS SUBMITTED AND APPROVED BY THE ENGINEERING DIVISION. FUSED DISCONNECT SWITCH - HP RATED WITH FUSES SiZED PER EQUIPMENT PHONE:(626)798.2828 Scope: HARDSCAPE EP FAX:(626)796-6644 _ _ ,- I 4. ORDER ALL UGHT'ING FIXTURES AND EQUIPMENT A MINIMUM OF FIVE (5) WEEKS IN ADVANCE MANUFACTURER. �.:: ba ,,.v.a.1.,2soa- Steel Column Pag• ' BEFORE INSTALLATIONS. rJ,tet- E 4ACALC Enirn we V0.we a•docum.nu ars cru npa adnunisukskropkrr 1 TOP VIEW Description IGHT POLE COL. F1 FEEDER DESIGNATION; SEE FEEDER SCHEDULE 5. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING ELECTRICAL POINT OF CONNECTION WITH _ IRRIGATION POINT OF CONNECTION. Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements 10' 70AMP FUSE AND 100AMP SWITCH, FUSE TYPE AS SPECIFIED I- nerInformation-_ -- -"" I PRE-FORMED METAL COVER ,General g Steel Section TS4X4Xu4 Fy 46.00 ksl x-X Sidesway: Restrained LIGHT POLE OVER ANCHOR BOLTS 70AF/100AS Duration Factor 1.330 Y-Y Sidesway: Restrained Column Height 10.000 R Elastic Modulus 29,Do0.00 kat DRY PACK BENEATH 45 DEGREE CAMPHER End Fixity Fix-Free X-X Unbraced 10.000 R Ku 2.100 BASE PLATE APPROX 1' X 1" ABBREVIATION Live 8 Short Term Loads Combined Y-Y Unbraced 10.0004 Kyy 2.100 Ci Loads #4 REBAR TIES ---- Axlaitoad... NOTE: ALL LIGHT POLES ARE TO BE LOCATED AFF ABOVE FINISHED FLOOR GF1 GROUND FAULT CIRCUIT INTERRUPTER Dead Load 0.09 It Ecc.for X-X Axis Moments 0.000 in CONCRETE APRON-s.,, _ - + ,. IN COBBLE ADJACENT TO WALK. Live Load k Ecc.for Y-Y Axis Moments 0.000 in r T 4 TO 6 ABOVE GRADE T98 TELEPHONE BACKBOARD E11 EMERGENCY FIXTURE Short Term Load k Point lateral Loads... DL LL ST HakimI I Along Y-Y(strong axis moments) 0.133 k IO.DOO R ADJACENT T _ _ T FINISH GRADE 00 CONDUIT ONLY NL NIGHT LIGHT Along X-X(y moments) k R HARDSCAP summary 64 HORZ. TIES U.O.N. UNLESS OiHERIMSE NOTED Column Design OK CONDUIT DEPTH PER 3'-0" 14 VERT. edion:TS4X4X1/4, Height- 10.00R.Axial Loads: DL• 0.09• LL. 0.00, ST- 0.00K Ecc.- O.ODOin PROVIDE FIlRPNSH, INSTALLED AND CONNECTED CURRENT NATIONAL l l ,� TEL TELEPHONE Unbraced Lengths: X-X• 10.00R, Y•Y� 10.OGA 11 ELECTRICAL CODE REL. RELOCATE EXISTING DEVICE Combined Stress Ratios Dead Live +L DL+ST+(LL t Chosen) l ° J,�- KIM KILOWATT AISC Formula Ht-1 AISC Formula Ht-2 - - CONCRETE FOOTING AISC Formula Ht-3 0.0047 0.0047 0.1093 '� l \ �t AIN LUGS Y KVA KILOVOLT AMPS t MLO YY Axis:Fatalc'dper Co.E2.2,K•Ur>Cc 4 REBAR TIES 1'-6" 3/4 X 15 ANCHOR BOLTS (4) �) � ` AHU AIR HANDLING UNIT GND SND YY Axis:F > # n l (_Stresses - j� I Allowable&ActualStresses sad Live _+LL DL+Short CONCRETE APRON C 4"-6" MIN. C C CP CIRCULATING PUMP X DEGREES KELVIN DETAIL ��- �C- EF EXHAUST FAN PNL PANEL. Fa;Allowable 5.38 ksl 0.00 ksi 5.38 ksl 7.18 kai fa:Adull 0.03 ksi 0.DO ksl 0.03 ksl 0.03 ksl ADJACENT NOTES: CONCRE E `J TAN A U v � HORSE P0'� EM ELECTRIC WATER HEATER Fb:xx;Alow[F3.tJ 27.60 ksi o.00 ksl 27.60 ksi 36.71 ksi DSC E 1. ALL REINFORCING AND STRUCTURAL DIMENSIONS TO BE PER LIGHT S D fb:xxActual 0.00 ksl 0.00 ksi 0.00 kst 3.68 kW APPROVED STRUCTURAL CALCULATIONS. SIDEWAL / 2. STRUCTURAL CALC$AAND FOOTING DETAIL TO BE PROVIDED \_J� OU CONDENSING UNIT V VOLTAGE PROFILE AND SHOWN ON PLANS. lA VOLTAGE DROP A AMPS Fb:yy:Allow(F3.1 J 27.60 ksi 0.00 ksi 27.60 ksi 38.71 ksl / � J fb:yyActual 0.00 ksl O.DO ksl 0.DO kat 0.DO kst - -- _- Anaysis values _ _ _ t � lu al -,�.a� �.�_ IF PHASE F:;::OL+L1 5,304 p�� Cm:x DL+LL _-O BS �Cb.x DL+LL TSP TYPICAL F'ey:DL+LL 5,384 psi Cm:y DL+LL 0.80 Cb:y DL+LL 11.01) `�� j FT FOOT OR FEET NO OR f NUMBER CONCRETE ED E �'�- COBBLE AREA �; F'ex:pL+LL+ST 7,161 p� Cm:x DL+LL+ST t.00 Cb:x DL+LL+ST 1.00 SCALE: � ( / AIC SHORT CIRCUITING RATING IN F.eyMax DLAxis De 7,181 21 Cm DL+LL+ST 0.60 Cb'y DL+I L+ST _,_ 1.00 LIGHT POLE DETAIL - �J \,� SYMMETRICAL AMPS Max X-X Axis Deflection 0.321 in at 10.000 R Max Y•Y Axis Defection 0.0 E$$ A 1 N.T.C• ( 1 \L I`i J U ` FID G rn 1 ,_�� M11,98141111tASSOCIATES 0/4 :o ,.� 18 20„ cn A. TGF GIsUE°� Pr"a' 123E Baker Street Sunt.154 382-OB Costa Ne CA 92620 CALCIVIC ENGINEERING,INC Title: Job FRONT MIN. 36"--� 11:4 FRONT a�r�t�,� 1 2160 PARNELL WAY Ds9� Date:11:oFiAM, 27 MAY 04 PHOTOCELL CLEARANCE � _ , SCALE' �UiRl3 BRISICORN 714 540-3251 Fax �7t4 540-J252 Description: �- MIN. 36' » As BIaT7ED ALTADENA,CA 91001 FRONT & BACK ; ; LEVEL TYP LIGHT POLE LOCATION DETAIL N.T.S. 4T, T 1�Afe „Af. PHONE:(626)798-2828 Scope: OF METER 1 1 CLEARANCE D1�' HI FAX:(626)798-6644 I ) �ROW'•;."6r'� .,.�..5..,,2soa-2 Steel Coiumn Base Plate METER TW PEDESTAL ►--- FRONT dtp=�(�]ryey ► ` t d .jro�o�n�stlL Art�sw 1.(cI15B�-2012 EPS:RC11LC En�,rwxNe SonWY+ C.1�OUYII,rU.WW$+1Mp61AdriN6�DY+�3o7,�A1. �N/VM ..VW MV 71 t �GY Description LIGHT POLE{ SE PL .) 1 BACK OF ��s �7p� METER PEDESTAL � G& 1Y FFt�py/ rAN I T ' I General Information Calculations ars designed t°AISC 8th Edition ASD and 1887 UBC Requlrement� sPEaFICA�o� Steel Section T54x4x1l4 I Loads L___-- -____ OON AN A1[CON9tlLiANiPIT TY ANO T,, O ANY 0.09 k Section Length 4.000 ut a/p� Axial Load ANY LY 0/ EVFJI AMT CON9ULiAN1 BL Section Width 4.000 in X-X Axis Moment 1.33 k-R Flange Thickness 0.250 in Plate Dimensions Web Thickness 0.250 in Plat•Length 10.000 in Allowable Stresses 52rr ,,) Plate Width 10.000 in Concrete fe 2,500.0 psi j_ Plate Thickness 0.500 in Base Plate Fy 38.00 ksl Load Duration Factor 1.330 Support Pier Size Anchor Sof Data TIME CLOCK L-� DESCRIPTION OF REVISION DATE APP�IEIDt Pier Length 30.000 in Dist from Plate Edge 2.000 in ; Pier Width 29.500 in Boit Court per Side 2 F 1 Tension Capacity 5.500 k 1 Dog Area 0.442rn2 CITY OF RANCHO CUCAMONGA Ummaty Baseplats OK I TC I I Concrete Bearing Stress Bearing Stress OK L.-� Actual Bearing Stress 117.7 psi CONVENIENCE Allow per ACI318 95,A3.1 Partial Bearing:Baits in Tension RECEPTACLE I SYMBOLS LIST, FIXTURE -0.3,Pc•Sgrt(A2'At)'LDF 1,995.0 psi Allow per AISC J9 2,327.5 psi ; SCHEDULE, DETAILS Plate Bending Stress Thickness OK Actual fb 9,507.3 psi FOR L M D ANNEXATION Max Allow Plate Fb 35,910.0 psi Tension BoltForce Boll Tension OK Fu Actual Tension 0.616 k ,. . ,, . �,, ,. ;,, VICTORIA ARB0RS Allowable 5.500 k ••i j;,!„•;i,•Yj :'• �4•l,�y' tiyy 'i;JS h�4' PROVIDE CONCRETE ES.S/(�� I• '!� FOUNDATION(2800-28 DAYS) AND A `Y� TRACTS 16369 & 16371 'y r r'ti « _ '•�t,y.eJd,•• ,.•,, 'j,':y,.t5;%•�,'i;1� ''�'• y4' '4'rl r• N . , ,1� PER REQUIREMENTS OF MFR VERIFY my FESS/ t:• .v, �•. APPROVED BY: . Q� ti F 1.A a� ,..,•,;t;' ti� ;.. r�•' •��;'t•;';• EXACT SIZE OF FOUNDATION WITH ~ CITY ENGINEER �C F'� �/j� RCE: 2- O� MANUFACTURER AND STRUCTURAL l,O.0 4 7 a ENGINEER PRIOR TO ROUGH-IN. N rTl r" I PROVIDE PAD MOUNTED BASE WITHMOM /30/00 OtSI SERVICE CONDUIT 1'C. FUTURE - REFER TO ANCHOR BOLTS EMBEDDED INYm e1Y1%, �,�2 AS REQUIRED PLANS FOR QTY. CONCRETE SUPPLIED BY PEDESTAL >' ��fCTR��P� �� Withers and Sandgren, Ltd. - FOF MANUFACTURER. 9TFOFCAL�F�� ot�►MM Landscape Architeaturs PAM 9 of 23 3W 0000. Wsm r991enrA Suft A SCALE: SCALE: to pt•) � Go>d1U�) s�-soes or�AAwwv No LIGHT POLE FOOTING CALCS 5 PEDESTAL ELEVATION N•T•S. 1 W. LIGHT N.T.S. PROJECT SHT. NO. OF GENERAL NOTES No. 1 GENERAL NOTES No. 2 A GENERAL C CONDUCTORS 1 ALL CONDUCTORS ARE #12 THHN/THWN-CU UNLESS OTHERIMSE NOTED. MINIMUM ALL WORK SHALL COMPLY NTH CALIFORNIA CODE OF REGULATIONS TITLE 24 (1989-AMENDMENTS), 3/4" CONDUCT FOR PVC UNDERGROUND CONDUIT. CIRCUIT BREAKER AND WRING THE LATEST ADOPTED EDITION OF 1999 N.E.C., AN U.B.C., AND LOCAL CODES. ALL EQUIPMENT 1. CONDUCTORS SHALL BE CODE GAUGE 600 VOLT CLASS, COPPER, MARKED 24" ALONG SIZE PER NEC TABLE 310-16 IN COMMON AREA PANEL FULL SIZE CIRCUIT BREAKER AND SYSTEMS SHALL BE U.L LISTED. IT'S LENGTH SHOWING MANUFACTURER'S NAME MAXIMUM ALLOWABLE VOLTAGE AND MUST BE USED. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS. SIZE. 600 VOLT CONDUCTORS SHALL BE TYPE THHN/THWN (WET/DRY)". DELIVER THE I. THE CONTRACTOR SHALL VISIT THE SITE, VERIFY THE EXACT CONDITIONS RELATING TO WIRE TO THE SITE IN UNBROKEN PACKAGES. LOW VOLTAGE CONDUCTORS SHALL BE 2 INSTALL (2) 1" C.O. STUB OUT FROM PANEL FOR FUTURE USE. THE WORK AND SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 3 MINIMUM OF 1" CONDUIT FROM PANEL TO FIRST LIGHTING FIXTURE OR PULL X PRESENT A CONCLUSIVE BID. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA BOX. EXPENSE, DUE TO FAILURE OF THE CONTRACTOR TO MAKE SUCH A FIELD 2. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN 4 ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHA VERIFICATION. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THE COMPLIANCE NTH O.S.H.A USING PRESSURE SENSITIVE PLASTIC. REQUIREMENTS. CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE THE FIELD VERIFICATION AND ACCEPTS ALL JOB SITE CONDITIONS. 3. ALL CONDUCTORS/CABLING SHALL BE INSTALLED IN AN APPROVED RACEWAY UNLESS 5 SWITCHGEAR IS BASED ON DIMENSIONAL INFORMATIONS PROVIDED BY CUTLER-HAMMER. SPECIFICALLY NOTED OTHERIMSE IN THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIMTCHGEAR 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SHALL FOLLOW AS CLOSELY AS POSSIBLE. INTENDED FOR USE FITS THE SPACES PROVIDED. D GROUNDING 6 ALL RECEPTACLES, SIMTCHES, AND COVER PLATES SHALL BE WHITE NOT IVORY. 3. LOCATIONS OF EQUIPMENT AND/OR DEVICES SHALL BE VERIFIED NTH THE OWNER/ARCHITECT PRIOR TO ROUGH-IN. I. THE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY 7 ALL ELECTRICAL EQUIPMENTS, BREAKERS, HOUSE PANELS, AND TIME SIMTCHES 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, INSURANCE, EQUIPMENT, ADOPTED EDITION OF THE N.E.C. AND OTHER APPLICABLE CODES. DIRECTORY SHALL BE PROPERLY TYPING LABELED.INSTALLATION, 2. THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS TO GROUND. CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND 8ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING PROPERLY OPERATING ELECTRICAL SYSTEM. OF WIRING, OUTLETS, AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL 3. THE CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURING CONDITIONS AND OBSTRUCTION. 5. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS THE RESISTANCE OF EACH PHASE TO GROUND. A PROPERLY CALIBRATED "MEGGER" OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY TYPE INSTRUMENT SHALL BE USED. .IN THE EVENT THAT HIGH RESISTANCE TO 9 ALL EQUIPMENT IS TO BE LISTED AND LABELED BY APPROVED TESTING AGENCY UL UNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERE GROUNDS ARE FOUND THEY SHALL BE ISOLATED. MAKE PROPER CORRECTIONS TO SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH THE APPROVAL OF THE RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. OR EQUIVALENT). DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE NTH APPLICABLE STANDARDS E POWER DISTRIBUTION EQUIPMENT AND DEVICES ESTABLISHED BY A.N.S.I., U.L., N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 1. PANELBOARDS: PANELBOARDS SHALL HAVE MAIN AND BRANCH CIRCUIT BREAKER 6. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. RATINGS OF SIZE AND QUANTITIES AS SHOWN ON DRAWINGS. PANELBOARDS SHALL MEET FEDERAL SPECIFICATION W-P-1158 AS TYPE 1, CLASS 2. ALL CURRENT CARRYING COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR PARTS OF THE BUS ASSEMBLY SHALL BE PLATED AND SHALL BE ENCLOSED IN A STEEL TO CONSTRUCTION. INCLUDE ALL COSTS IN THE BID. CABINET SUITABLE FOR SURFACE OR FLUSH MOUNTING AS INDICATED BY THE 7. THE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF DRAWINGS. UL LISTED "HACR" TYPE BREAKERS SHALL BE PROVIDED FOR CIRCUITS SERVING MECHANICAL EQUIPMENT LOADS. A DIRECTORY FOR CIRCUIT IDENTIFICATION ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY SHALL BE PROVIDED, AND ALL CIRCUITS SHALL BE IDENTIFIED. CIRCUIT BREAKERS DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION SHALL BE FULL-SIZE BOLT-ON TYPE, TOGGLE ACTION WITH QUICK MAKE, QUICK-BREAK AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. MECHANISM. ALL MULTI-POLE BREAKERS SHALL HAVE SINGLE OPERATING HANDLE AND 8. USE ONLY COMPETENT SKILLED PERSONNEL PERFORM ALL WORK CONSISTENT NTHCOMMON TRIP. MINIMUM INTERRUPTION CAPACITY SHALL BE 10,000 AIC MINIMUM FOR THE BEST POSSIBLE TRADE PRACTICES. 120/240 V. 2. ACCEPTABLE EQUIPMENT MANUFACTURERS: GENERAL ELECTRIC, SIEMENS, SQUARE D, 9. WHERE A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND OTHER OR WESTINGHOUSE, EXCEPT WHERE REQUIRED TO MATCH EXISTING EQUIPMENT. SPECIFICATIONS ISSUED AS A PART OF THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL 3. IDENTIFICATION: PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL CIRCUIT PROTECTIVE DEVICES INSTALLED IN SIMTCHBOARDS AND FOR ALL EQUIPMENT 10. ALL ADDENDA AND CHANGE ORDERS SHALL BE APPROVED BY OWNER. SPECIFIED HEREIN. PLATES SHALL BE 3 PLY, BLACK FACE, WHITE CORE IMTH 1/4" HIGH SERIES RATED EQUIPMENT WILL BE ALLOOWED WITH CERTIFIED UL TEST REPORTS 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL BY MAUFACTURER SUBMITTED TO ELECTRICAL ENGINEER EQUIPMENT, INCLUDING, BUT NOT LIMITED TO SIMTCHBOARDS, PANELBOARDS, TRANSFORMERS, MOTION SENSORS AND ALL LIGHTING FIXTURES. SUBMITTALS SHALL BE MADE TO THE ARCHITECT AS SOON AS IS PRACTICABLE AFTER AWARD OF F LIGHTING FIXTURES CONTRACT. 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTION 12. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, "AS-BUILTS", TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHTING ETC. SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF THE JOB. FIXTURES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH PROVIDE THE OWNER NTH ONE (1) SET OF COMPLETE ELECTRICAL OAS-BUILTS" VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR INDICATING FINAL EQUIPMENT/DEVICE LOCATIONS, CONDUIT ROUTING, ETC. SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES IMTH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE 13. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. THE CONTRACTOR SHALL VERIFY THE B CONDUIT FIXTURE VOLTAGE NTH THE LIGHTING PLAN AND ORDER FIXTURES WHICH WILL OPERATE AT THE VOLTAGE TO WHICH THEY ARE CONNECTED. 1. ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. ALL EXPOSED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT AND INSTALLED 2. FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. HARMONIC CONTENT SHALL PARALLEL TO OR AT RIGHT ANGLES NTH THE BUILDING WALLS, CONTRACTOR SHALL NOT EXCEED 10% ADVANCE MARK V OR EQUAL PAINT CONDUIT TO MATCH SURROUNDING SURFACE COLOR. (OBTAIN MANUFACTURES DOM& ASSOCIATES NAME AND COLOR NUMBERS FROM ARCHITECT AND/OR OWNER'S REP.) 3. COMPACT FLUORESCENT FIXTURES SHALL BE PROVIDED NTH ELECTRONIC BALLASTS 91.14T„�„ AND FOUR PIN, 3500 DEGREE KELVIN LAMPS. N° 2. ALL CONDUIT PENETRATIONS THROUGH FIRE-RATED FLOOR SLABS, SHAFTS AND WALLS 4. FLUORESCENT LAMPS SHALL BE 32 WATT T8, 3500 DEGREE KELVIN. PHILIPS, GE, 125 E. Baker Street Suit. 150CA 92828 tie SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE OR SMOKE NTH AN APPROVED UL SYLVANIA OR EQUAL Costa »4 546-3251 LISTED CABLE-AND-CONDUIT FIRE STOP OF FIRE RESISTANT SEALANT. THE RATING OF Fax J7141546-3252 THE FIRE STOP OR SEALANT SHALL BE EQUAL TO THE RATING OF THE ELEMENT 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL ,,THMS MOM D 10 FIM AS SVOWnW T ��WN I AN „tetMia PENETRATED. LIGHT FIXTURES. $�' M;, �,,, op A3. PVC SCHEDULE 40 NONMETALLIC CONDUIT NTH CODE SIZED GROUND CONDUCTOR 6. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES NTH ARCHITECT PRIOR FV � TO t T,�1, ;V3 SHALL BE USED BELOW GRADE ONLY, IF APPROVED AND INSTALLED PER LOCAL CODES. TO ROUGH-IN. na, "" p4rfm►cn " i►na+��DO NOT ROUTE BELOW GRADE CONDUITS THROUGH AREAS OF FUTURE au« w ,w, w,►+aPoZ►„a„ a oa+ r�wr win o CONSTRUCTION. 7. ALL FIXTURES INDICATED NTH •COLOR AS SELECTED BY THE ARCHITECT" 7 SHALL BE �''�' oo� „TTl�Fl, a a�"►�r � PROVIDED WITH CUSTOM COLORS PER THE ARCHITECT. SUBMIT SAMPLE COLOR CHIPS �MY a► ,r o�,Z'v�,,�a�°"M 4. CONDUIT SWEEPS AND RISERS BELOW GRADE SHALL BE PVC SCHEDULE 40. CONDUIT TO THE ARCHITECTS PRIOR TO ORDERING FIXTURES. SWEEPS AND RISERS ABOVE GRADE SHALL BE I.M.C. NTH HALF-LAPPED TAPE COVERING OR PVC COATING. 8. ALL FLUORESCENT AND HID BALLASTS SHALL BE HIGH POWER FACTOR. DESCRIPTION OF REVISION DATE My 5. ELECTRICAL METALLIC TUBING UP TO AND INCLUDING 4" MAY BE INSTALLED AS �PaanM PERMITTED BY CODES, EXCEPT AS OTHERIMSE REFERENCED 1MTHIN THE CONTRACT CITY OF RANCHO C U CAM 0 N GA DOCUMENTS. 6. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO GENERAL NOTES MOTORS, CONTROL DEVICES MOUNTED ON VIBRATING EQUIPMENT, MECHANICAL, PLUMBING AND KITCHEN EQUIPMENT INDICATED ON DRAIMNGS TO HAVE FLEXIBLE FOR LIVID ANNEXATION CONDUIT CONNECTIONS, AND IN ALL AREAS WHERE EXPOSED FLEXIBLE CONNECTIONS VICTORIA ARBORS ARE REQUIRED. ALL FINAL CONNECTIONS TO TRANSFORMERS SHALL BE MADE USING QRpFESS/ LIQUID - TIGHT FLEXIBLE METAL CONDUIT. A. TRACTS 16369 & 16371 7. CONDUITS REFERENCED AS CONDUIT ONLY (C.O.) SHALL BE PROVIDED NTH A NYLON APPROVED BY: nn DATE Z_ PULL STRING AND TAGS INDICATING THE ORIGINATION AND FUNCTION FOR THE N m CITY ENGINEER ��h�� RCE: 24953 CONDUIT. �J, OEM 730�°� O �` �ZFCTR�"j �P Withers and Sandgren, Ltd. 8. CONDUITS CROSSING BUILDING EXPANSION AND/OR SEISMIC JOINTS SHALL BE 9I� p�� °� land:ca • Archit•cfur• P� PROVIDED NTH EXPANSION/DEFLECTION FITTINGS AT THE EXPANSION AND/OR SEISMIC �CAQ� NO dsc Nps a ,Twit. L-20 OF 23 JOINT. FITTINGS SHALL BE MANUFACTURED BY OZ COMPANY. TYPE 'DX' FITTINGS SHALL G „ BE USED. Ti u18) 26-MG fm (618) x-30" L�Z-�. 2P/2M PROJECT SHT. NO. OF i 1 I i r 1 F-- `� w � � r V f 9,11 9,11 9,11-9�1 4 1 9,11 1 , --CL) T_. P q �r c�T 1 _ . �i �� fir' . �rJC i `tF i > co / Cl i PANES. P4 SHOWN FOR REFER E NC .ONLY� � I REFER TO LMD TRACT 1637(-- ! j >�4 KEYMAP r r. A. TRACT 1636910T A 1 Y dr<mD M OCIA � J �_-� _ 125 G Mar Street, Suit# 154 A - -- - —_.—.. Costo Nos CA 92824 �/� ,' 4 714 546-3251 i Fox 714 546-3252 546-3252 REo" » tuft As mr im"" t TH�&VAM 0iwt su tro� 019�00� TH 36i Y°EFECTEQ TO n t AMr \ W AD L% TO TO FIALESI TA rip TO canr�n taaY ten a + �tRar�oai CONx1L AK h1[CON9ULiAN? T ANO t17NES7 � Iy1Y ANIPIIEY OSA O/�ISN�iHL CON9ULtAN1 B[ cny DESCRIPTION OF REVISION DATE APPWtM CITY OF RANCHO CUCAMONGA LIGHTING PLAN FOR LIVID ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-8 an7.2WO QRpf ESS/ SNA• TRACTS 16369 & 16371 APPROVED I3Y. �� �, RCE: 24953 PLAY IT SAFE. AT!EAST TWO CITY ENGINEER WORKING DAYS N p YDIAL OU D GfORE PRIOR TO * /30/06 EXCAVATING >` elfCTR�GP� Withers and Sandgren, Ltd. of XX Landscop* Architoature P SERVING NINE SOUTHERN CALIFORNIA COUNTIES CAQ SW a.--' v1w IWAVW4 Im" A L-21 OF 23 OWA" CA $11M 1• CHOCKED tab (616) t36-3000 rents (614)US-30" ORAWINO NO. 2/1/2045 PROJECT SHT. NO. OF ;I I ! I-J q4- r uji 1 A- n, '�L ''1 ' �� T-�•' /____"- _---'-_ 1;r'� �� ,. 09 UJ �1.2�- 7 n J _ X- C? 3.0 1.6 1.2 1.1 2.4 4.5 9.:f" 1 8•8.8 •3.i •i.7 •1.0 /C ca -�3: 1.4 1.1 to 2.4 4.7 10.8 9.1 7.0 28 1.9 2.1 2.1 2.1 4.8 11.2 9.2 6.7 2.9 1.8 1.6 1.7 - 2.2 39 102 2.8 5.8 11.5 10.9 8.2 2.8 / 24 4 1 8 11(t-NU, ,Rr' R �i41 4 1.8 1.8 1.4 1.9 1.3 1.3 1.5 1.4 1.3 1.4 1,5 L � U.7 � V M / c c C- lips / A: TRACT 1636910T A' KEYMAP D M �_- da ASj0CIATE uulaeuu�uu� polwAnON I� I A = ----� _ f23 G Baker Street, Suite 154 J = --- I � -- Costo We CA 92924 /' r I I 714 '544-3251 ra�c 714 546-3252 t]�cct�owo Fl� r+EooRO t 1�D AFAOW sTu��7� roR wn \ � tHl � Y OEFECiEED TO WT Fri SER TANat PEPoQD MAIJ.Bt MYPQqSA7ED AW SER 9Y�jY{j�gTQ� THE t ��pl W:j311 ANY DPurlQu �wjp 1NS���pyFMJ ypwFEFSSP£gFICAt1 �q � IMC N�IHOFCU9uL T �{i�Y�,NI��FlTpp�T ANY LOSS �Y DAYAOES DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA PHOTOMETRIC PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-800-227-2600 QRO�ESS/ A. � TRACTS 16369 & 16371 G' APPROVED BY: DATE: �7 PLAY IT SAFE. AT LEAST TWO N CITY ENGINEER RCE: 24953 DIAL BEFORE WORKING DAYS DESIGN ��� YOU DIG! PRIOR TO * /30/06 a EXCAVATING �4fCTR����. �� Withers and Sandgren, Ltd. -- CA4.�F©�� DRAWN Landscape Architecfurn P/�22 OF 23 SERVING NINE SOUTHERN CALIFORNIA COUNTIES 3N7 00"m vbw hubvewd& Sufb A C}tEC1fED Owed" CA SIM ti (013)tae--=$ rmt (610)ta1-30" N0. 2/7/2006 PROJECT SHT. NO. OF PANEL P4 Location: SerV. Ped. Bus Rating Amps I Volts:240 120 Mounting: Main CB: 100A-2P 126 Phase Wire: 1/3 FREE STANDING LOAD INFORMATION VOLTAMPS C8 RATINQ S VOLTAMPS LOAD INFORMATION LOAD Nott Type PH-A LEO A LEO 8 Ckt P CB LEO I CS P Ckt PH-A LEO A LEO B TV t Nott LOAD LIGHT POLES 1 L 464 1 2 20 A 20 2 2 232 L 1 LIGHT POLES L 464 3 - 20 8 20 2 4 232 L 1 LIGHT POLES LIGHT POLES 1 L 464 5 2 20 A 20 - 8 1 L 464 7 - 20 B 20 1 8 LIGHT POLES 1 I L 232 9 1 2 20 A 20 1 10 L 232 11 - 20 81 20 1 12 13 1 20 A 20 1 14 15 1 20 B 20 1 18 17 1 20 A 20 1 18 19 1 20 B 20 1 20 21 1 20 A 20 1 22 23 1 20 B 20 1 24 23 1 20 A 20 1 28 27 1 20 B 20 1 28 29 1 20 A 20 1 30 31 1 20 8 20 1 32 33 1 20 A 20 1 34 35 1 20 B 20 1 38 37 1 20 A 20 1 38 39 1 20 B 20 1 40 41 1 20 A 20 1 42 01 1,160 1,160 A 8 01 232 232 IOTA! O: 1 1,392 LOAD BR DOWN OF VA" VA NOTES LOAD TYPES CONTINUOUS LOAD x 1.25 3.283 2.610 CONTROL BY PHOTOCELL ON OFF LARGEST MOTOR x 1.25 0 0 L LIGHTING R RECEPTACLOAD LE LOAD RECEPTACLE LOAD x NEC 0 0 DWELLING TWE LOADS x 1.00 0 0 4 M LARGESTMOTOR OTHER LOADS x 1.00 0 0 D D N RESIDEN AL suml 1 1 3.283 1 2.818 CALC'D AMPERES1 I JVALUEI I P4 do ASSOCIATES IJIDGM..,,,,,,AL 1211A111119 N0`05 125 E Baker Street. Suite 150 PRaJM1 I&WAM Costa Mo CA 92626 CHRIS BRISKORN 714 546-3251 Fax7144 546-3252 sYESETH OONsuLTM rho�O-KNNNT AWASi 1'N 0EdT1�q�FO►R AN DIS 1p��TANCC�pppWTHIS PEFWDDNdJ.MY DPpffNgtE�C1ED 100 THL ? eAAN$Q10R�syOQNSLLtopMORPt 0/SERVICES,WWC'ED AS TT�OF'll CCONSATTAnrS F011 A!ADpTION tANC�PFAI00 IML 8[COIW"SATED W ADDIMK THE MXXT AGREES TO THE MEST EMY PERMITTED BY LAK TO MOANVY I HOLD"CONSLUMTR1HAR(LESS FROM FEES AND� Tuy MTM SWO FRgi ANY RMJ pA1T�TORIdY3' Y00a�TT�70T�/HpT[THE y�L�YSAPEEECpSY� S F�R7O��1 R G" Ef t q1 OIPLIE0400/ tYFA�CHANTABAJT�Y At FITNESS FORANY PARTI(x11.AR PURPOSG IN NO EVENT SHALL THE OONSLLTANT BE LIABLE FOR ANY LOSS OF PROFIT 04 ANY DAMAGES, DESCRIPTION OF REVISION DATEy I c APPrtRO vM CITY OF RANCHO CUCAMONGA PANEL SCHEDULES FOR LIVID ANNEXATION VICTORIA ARBORS TRACT QROF ESS/q,�,. �N �y APPROVED BY: / / DATE: CITY ENGINEER j%E" RCE: 24983 Nr�*T OI:SIGM xx �� /30/0 01 Withers and Sandgren, Ltd. £C T R��P �� DRAYM Landscape Archltocture P 9�F�CAL�F � son oaem View lwAwar4 suet A 3 OF 23 tikrW%% CA 81206 CHOOM Telt (818) M-3006 ran (818) M-3088 DRAwW NO. 2/7/2005 Z 2-4- PROJECT SHT. 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