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HomeMy WebLinkAbout1891-L DEVELOPER OWNER STANDARD PACIFIC HOMES - A DSCA A C C A - A S 255 EAST RINCON STREET, SUITE 200 FF CORONA, CA 92678 FOR (909) 372-8500 D A X A 0 V C 0 A A 30 S CONTACT: MIKE WHITE TRACT 16312 L . M . D . N 0 . 2 VICINITY MAP GENERAL NOTES SHEET INDEX > J L - 1 TITLE SHEET 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 LU Y Q' LANDSCAPE ARCHITECT AND THE CITY. w L - 3 CONSTRUCTION DETAILS W LU Q� 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 4 IRRIGATION PLAN U 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 5 IRRIGATION DETAILS UQ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. O G L - 6 PLANTING PLAN 210 FREEWAY W1 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - 7 PLANTING DETAILS DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L - 8 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 9 IRRIGATION AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) BASELINE RD. L - 10 ELECTRICAL - SYMBOLS LIST, FIXTURE SCHEDULE, DETAILS 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 11 ELECTRICAL - GENERAL NOTES CHURCH ST. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L - 12 ELECTRICAL - LIGHTING PLAN FOOTHILL BLVD. HAVE BEEN APPROVED BY THE CITY ENGINEER. L - 13 ELECTRICAL - PHOTOMETRICS 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 ELECTRICAL - PANEL SCHEDULES 6TH. ST. PROJECT WIDE FLAT AREA AT THE TOE OF SLOPE. g, UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT SITE ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE 10 FREEWAY OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL LU W11/ REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER > Q J > COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. Q Y Q 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. � Y a z 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. = J 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS 00 �W NOT TO SCALE * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS U * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" 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 CONSULTANTS FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS - - - -- � a -- * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. CIVIL ENGINEER: UTILITIES CONSULTANT: * 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. APPELLATION DRIVE * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MDS CONSULTING BJ PALMER AND ASSOCIATES -- - - --- — DIAL BEFORE YOU DIG 17320 REDHILL AVE., SUITE 350 27122-A PASEO ESPADA, SUITE 921 -- — r ' �a2z'2�0° IRVINE, CA 92614 SAN JUAN CAP I STRANO, CA 92675 g (949) 251 -8821 (949) 487-2555 U f DIAYITSORE AT ORKIINNGDAYS CONTACT: STAN MORSE CONTACT: BRUCE PALMER DIAL BEFORE YOU DIG! PRIOR TO _ OL EXCAVATING LLI jSERVING NINE SOUTHERN CALIFORNIA COUNTIES J w DRY CREEK DRIVE U5_. - LANDSCAPE QUANTITIES z - _ C'U C A �L 'LOT A' HESS PLACE 'LOT B' NW CORNER APPELLATION DR. 0. TOTAL SQUARE FOOTAGE: PASEO PASEO DAY CREEK & (Cobble Only) U) _ CHURCH (Not subject to 40% minimum cobble.) SI DESCRIPTION OF REVISION DATE ,J ten: TOTAL ACRES: 0.04 0.07 0.06 0.10 0.005 41- = Im TOTAL LMD AREA: 1,903 sf 3,049 sf 2,605 sf 4254 sf 224 sf CITY OF RANCHO C U CAM 0 N GA LANDSCAPE AREA: 639 sf 1,410 sf 1,009 sf 2753 sf N/A UJ UJI LMD AREA BAOBBLE LANCEINCLUDES OF SIDEWALDEWALK K AREA: OVER 4'WIDE): 278 sf 683 sf 1,243 334 sf 550 sf 224 sf N/A > ~ TITLE SHEET U COBBLE PERCENTAGE: 51.8% 40.4% 47.7 % 25.8% 100 % ► I10-011 o TREES: U FOR LMD ANNEXATION CERCIS OCCIDENTALIS 4 0 4 4 0 VICTORIA ARBORS TRACT 16312 GEIJERA PARVIFLORA 2 5 4 4 0 LAGERSTROEMIA INDICA 'NATCHEZ' 0 0 0 0 0 \_p,NDSCAPF MAGNOLIA GRANDIFLORA 'ST. MARY 0 0 0 0 0 G�}'SE� M wtrHFRsgR�y�� APPROVED BY: DATE: II PHOENIX DACTYLIFERA 0 0 0 0 0 Bio ¢� CITY ENGINEER RCE: 24953 BENCHES: 0 0 0 2 0 NOT TO SCALE � Lw � DECORATIVE LIGHTS: 2 0 0 3 0 * Per a to Withers and Sandgren, Ltd. 0 * Landscape Architecture PAGE Date P CD, X. DNL-1 of 14 3467 Ocean View Boulevard, Suite A T9TF \ �\ Glendale, CA 91208 OF CA, CHECKED Tel: (818) 236-3006 Fax: (818) 236-3066 ORAWM NO. LW 09/09/2004 PROJECT SHT. NO. OF C - 2 LU o - -- 3C > � = sR COBBLE ONLY , m V a NO PLANTING ! 1 +UO �C ---- --- -- - w DRY p - 4 - w APPELLATION DRIVE c 2 U /V w 001 MOD 14' ON � - 3 ' - T LOT 'D' i 14-0U0 C -4 - t i ? l� FEK p i os_Oe F _ 2 % PINE RIDGE PLACE 1rrt0. ; , �' C - 4 . 26-00 8— , / C - 30- 25 .010 OR i 00 FLIMIT OF WORK �� ._ r_0• A -04 w C - / O 5,-0, 21 - • - T—ow — 11;0, WALL LOCATION (TYPICAL)- SEE "WALL PLANS, VICTORIA ARBORS ,0. 4_0. LIMIT OF WORK r J - 6'-0* 68—Cr ,Ow 8,0. ; TRACT NO. 16312-16314, 16369-16374" M \ 8 '0" /f /i Co 9— e C - 2 6 —0' 0` 1 15 1 lLL/� 1 C - 4 '0' C - 3 - 2 3 � }- e 1—0 ON C - " w _ - 0 � _ 1010- 61 —0 _ - - l N CFKsiNIllgCH aaRRI l' wrrm 16' i _ . 0"ALK O' \ IMITAL OF - - - 0 �- - - - REFER TO VICTORIA ARBORS, \ _ z'` . � ,�, j �ec�D �o+�,D Y IG" ,� Cn CFD 2001-01 PLANS, CITY DWG. C - 9 TYP. NO. 1833 LIMIT OF WORK — 1 R 5 r. 0 • �� / CHURCH S7.REE7. LOT 'E' LOT 'A' 4D"AR1 VT,ti ,i V KEY MAP CONSTRUCTION LEGEND BOULDER SCHEDULE i -- C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS C - 6 COLORED CONCRETE PAVING IN RIVERSIDE BUFF, PROD. 0 = X DIAMETER BOULDERS DESCRIPTION OF REVISION DATE °� NO. C-28, HALF STRENGTH, MEDIUM BROOM FINISH, BY L.M. M* C - 2 RIVER WASHED GRANITE COBBLES PER SCOFIELD COMPANY, 323-720-3000. • = 2' DIAMETER BOULDERS CITY OF RANCHO CUCAMONGA STANDARD C - 7 CONCRETE PAVING: ROUGH EXPOSED AGGREGATE FINISH o = 18" DIAMETER BOULDERS CITY 0 F RANCHO C U CAM 0 N GA DETAIL 542 (SEE DETAIL A, SHEET L-3) (TYP - SEE DETAIL C, SHEET L- 3) NOTE: BOULDERS BETWEEN THE STREET C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. CONCRETE MOWCURB ON ALL EXPOSED EDGES OF C - 8 BENCH, BY DUMOR, BENCH NO. 118, 6' IN BLACK, SEE CURB AND THE SIDEWALK SHALL NOT BE CONSTRUCTION PLAN H T. I COBBLE AGAINST PLANTERS (SEE DETAIL B, DETAIL G, SHEET L-3. INSTALL CENTERED ON GRID PATTERN TALLER THAN 24" ABOVE FINISH GRADE. SHEET L-3) AS SHOWN. AVAILABLE FROM THE WAKEFIELD COMPANY, (949) 552-1130. DIAL BEFORE YOU DIG FOR LMD ANNEXATION C - 4 STREET LIGHTING PER STREET IMPROVEMENT PLANS 1-NO-227-2600 VICTORIA ARBORS TRACT 16312 C - 9 PEDESTRIAN PASEO LIGHTING LOCATIONS, SEE SHEETS � � C - 5 COLORED CONCRETE BANDING IN RIVERSIDE BUFF, L-10 THRU L-14 FOR ADDITIONAL INFORMATION. µ. PROD. NO. C-28, FULL STRENGTH, LIGHT BROOM FINISH,, APPROVED BY: DATE: loll16;el BY L.M. SCOFIELD COMPANY, 323-720-30. PLAY IT SAFE. AT LEAST TWO " CITY ENgNEER RCE: 24953 00 DIAL BEFORE WORKING DAYS pEypN IE1DOfiriMEMM YOU DIG! PRIOR TO EXCAVATING Lw NTS � 0 10' 20' 40' * * Withers and Sandgren, Ltd. fel Landscape Architecture iMQE A r 3467 Ocean View Boulevard. Sulk A * SERVING NINE SOUTHERN CALIFORNIA COUNTIES sr�j a K. L-2 of 14 Glendale, CA 91208 1• = 20' OF ME= Tel: (818) 236-3006 rax: (818) 236-3066 iDRAMINIa �• Lw 09/09/2004 _ L PROJECT SHT. NO. OF i HOLIDAY COMPANIES jj 6" PCC MOW CURB PER CITY STD. 534 SC EXPOSED AGGREGATE MIX CONCRETE HEADER - 1/2" RADIUS COBBLESTONE MIX NUMBER CM 1255 EXPOSED EDGES AND FINISH PER PLAN MIX WEIGHTS POUNDS S.G. ,q V DSCAPE 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE MIN. TYPE II/v CEMENT 520 3.15 2.65 � '-I�I-III EE OTE " I I �hNISH GRADE lcl� CEMENT - SKS 5.53 I I-I I- -I I � l E 24 I - " o.as.p e.Q.o #2-1.5" AGGREGATE 0 2.63 0 00 s I Q''o:� I d SIDEWALK OR CURB % OF AGGREGATE 0% I I II I 1 1 I I- END CONDITION #3-1" AGGREGATE 1549 2.63 9.44 UNLESS 0RE- T HERWtSE INSTRUCTED)CONTINUCURB MORTAR COBBLESTONE US FLAT SIDE UP X OF AGGREGATE 50% CASE 1 SIDEWALK 2%f� #4- PEA GRAVEL 307 2.61 1.89 a ��A 4 \) J .. 4 OF AGGREGATE 10% a 4 ,o a a . 4 . CONCRETE SAND 1230 2.61 7.55 UNDERNEATTHCCOBB COBBETE LESTONE X OF AGGREGATE 40% NOTES: BOULDER 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION CASE 2 (LOCATE PER PUN) 3" MIN. SOIL DEPTH AT JOINTS AT 20'-0" O.C. EDGE OF COBBLE ENTRAPPED AIR 1.5% .041 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND - COBBLESTONE GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND I PRIVATELY-MAINTAINED AREAS. WATER-GALLONS 38.0 1.00 5.07 3. CONCRETE TO BE 520-C-2500 MIN. ''1 1 �,- .1 . ,•'; ''' I t 3-1/2" MINIMUM TOTAL 27.00 CONCRETE BED CASE 3 6"�-24" 6" 2" MAX. MORTARED STONE SWALE nE AGGREGATE MIX B MOWCURB - STD. 534 - � H :�♦ 4" I I- D EXPANSION JOINT COBBLESTONE 4" CONCRETE BED CONCRETE CURB BENEATH COBBLE W/#3 BAR L-3 SEE PLANS FOR LOCATIONS. z z AGGREGATE GRADATIONS D CONTROL JOINT <a FOR END CONDITION 2' MIN. / 4' MO. W. SEE ABOVE DETAIL COLORED CONCRETE BANDING. SEE STREET IMPROVEMENT PLANS FOR FINISHED CURB do GUTTER SLEEVE SIZE #2-1.5 #3-1 #4-PG SAND COMB. SPECS. L-3 LOCATE AS INDICATED GRADE. COLOR AND FINISH PER PLAN. N I ON PLANS, 4' SQ. GRID a- 1.5" SLAB REINFORCING #4 CONTINUOUS 1.5" 97.1 100.0 100.0 100.0 100.0 100 ON CONCRETE CHAIRS. VERIFY WITH I 1" 29.8 98.9 100.0 100.0 99 95 TO 100 SOILS ENGINEER DURING SUBGRADE EVAL. PUNTER 3/4" 7.9 76.4 100.0 100.0 88 77 TO 93 EXP. JOINT TYP., SEE DETAIL D ARE FILL VOID WITH APPROVED ELASTOMERIC 1/2" 4.4 20.6 100.0 100.0 60 COMPOUND, COLOR TO MATCH CONC. - - 3/8" 3.2 6.8 91.3 100.0 52 50 TO 70 COLORED CONCRETE PAVING WITH#3 ON CONCRETE CHAIRS, 24" O.C., EACH WAY. #4 2.1 2.9 18.3 99.6 43 39 TO 51 COLOR AND FINISH PER PLAN. SEE CML SIDEWALK HARDSCAPE PLANS FOR FINISHED GRADE. JOIN AT RIGHT ANGLES (TYP.) #8 0.0 1.9 4.0 82.0 34 31 TO 41 1/2" 1'-0" VARIES 1'-0" 3' MIN. / 4' MAX. RAD. 116 0.0 0.0 2.2 60.9 25 22 TO 32 FDIC SS FIRST PV/SECOND POUR FIRST POU 6" PCC MOW CURB PER CITY STD. 534 AL #30 0.0 0.0 1.3 37.1 15 12 TO 22 NOTES: #50 0.0 0.0 0.0 16.8 7 3 TO 9 4" 2" o ° ° _ ° o °� 1.CONCRETE CLASS 520-D-2500. " 2.ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: 11 #100 0.0 0.0 0.0 5.5 2 0 TO 3 _ _ - -°� -- _� 1 Mj2 BOULDERS: MAX. 3'-0" - MIN. 2'-0" #200 0.0 0.0 0.0 2.4 1 OTO 2 -I _ III-III- I - -I II I-I I -� I I- COBBLESTONES: MAX. 12" - MIN. 6" WITH ONE FLAT SIDE ' ' '-� -� ' ' 3.BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT. % OF MIX 0% 50% 50' 40% 1007. -I III I I I I #3 x 18" DOWEL, CENTERED AND LOCATED 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 24" O.C. WITH CARDBOARD OR PVC SLEEVE ON 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. EXPOSED END BEFORE SECOND POUR (NO "DRY-PACK' IS ALLOWED) . NOTE: WASH TO ACHIEVE SAME EFFECT AT SAMPLE (APPROVED) 5.A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO AREAS. NOT HIGH PRESSURE. CONSULT INSPECTOR 95% COMPACTED SUBGRADE OR 6.PROCEEDING WITH REMAINING ROCK WORK. FINAL RESTING POSITION OF ALL ROCKS PER SOILS REPORT TO BE APPROVED BY THE CITY INSPECTOR. FINISHED GRADE AT PLANTING AREA 7.ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS do EXCESSIVE IRON CONTENT. PROVIDE ON-SITE SAMPLE FOR APPROVAL BY 8.ALL COBBLESTONE AREAS SHALL HAVE 6" x 6" CONCRETE HEADER AS AN EDGE AT PLANTING. CITY REPRESENTATIVE / INSPECTOR PRIOR 9,ROCKSCAPE SHOULD FOLLOW GRADE WIHERE SLOPES EXIST AND MAINTAIN A 2% MIN. TO INSTALLATION. AT ALL TIMES WITHIN THE R.O.W. INSTALL ALL CONSTRUCTION JOINTS TRUE OBTAIN APPROVAL OF FORMS BY CITY AND STRAIGHT, SEE PLAN. REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. F AGGREGATE GRADATIONS C CONCRETE BANDING & PAVING A GRANITE COBBLESTONE - STD. 542 DIAL BEFORE YOU DIG 1-800-227-2600 LEGEND: 1/2" RADIUS TOOLED EDGES wrrN� 1. BENCH LEG, SEE PLANS FOR MANUFACTURER AND CAULKING SEALER MODEL AT LEAST TWO 2. ANCHOR BOLTS (4), ANCHOR BOLT FOR BACK 1/2" EXPANSION JOINT FILLER. PLAY IT SAFE. WORKING DAYS �� LEG CENTERS IN 12" CONCRETE B / /AND 1 2" 1 4" LOCATE PER PLAN 0 20'-0" O.C. DIAL DIG!BEF PRIOR TO 3. 12" CONCRETE BAND, SEE CONSTRUCTION PLAN MAX. SEE SPECIFICATIONS. ` EXCAVATING 88 FOR LAYOUT srgrt \� OF CA�� 4. FINISH GRADE, PLANTING AREA SERVING NINE SOUTHERN CALIFORNIA COUNTIES ° d a 1" ♦ ° ° 2. 3 ' ° . ° ♦ DESCRIPTION OF REVISION DATE 4. CITY OF RANCHO C U CAM O N GA i I- -III=III-III-� I I 6"x 6"x 8 x 8 GALV. EWWM, 4. . SEE DETAIL A, SHEET L-4. CONSTRUCTION DETAILS d v a III- CONTROL JOINTS, LOCATE PER PLAN o 5'-0" O.C. MAX., SEE SPECIFICATIONS 95% COMPACTED SUBGRADE OR FOR LM D ANNEXATION III III I I III I I I I I I I I I t III , III III I i I 11- -' I PER SOILS REPORT VICTORIA ARBORS TRACT 16312 I- INSTALL ALL CONSTRUCTION JOINTS TRUE AND STRAIGHT (SEE PLAN). APPROVED BY. DATE CRY DONEER RCE 24953 cum IIOCOMMEN= C CONCRETE PAVING LW Me Withers and Sandgren, Ltd. L-3 Landscape Architecture PA CD. X. GE EXPANSION & CONTROL JOINTS 3467 Oc.on Vi.w CA 91208 Su1t. DINNOM L-3 IX 14 G BENCH INSTALLATION D : (81 TN: (81d) 236-3006 Fax: (81r!) 236-3066 �f Lw 09/09/2004 e r - PROJECT SHT. NO. I OF IRRIGATION MAINLINE / EQUIPMENT NOTE: "Ell POINT-OF-CONNECTION E MAINLINE AND IRRIGATION EQUIPMENT ARE SHOWN IN STREET AND WALKWAYS FOR GRAPHIC CLARITY ONLY. Refer to CFD 2001 1 Plans, ( -0 City Dwg. No.1833) MAINLINE AND EQUIPMENT SHALL BE INSTALLED WITHIN PLANTING AND UNDER COBBLE AREAS WHEREVER METER SIZE AND ELEVATION: 2 / Elev. Approx. 1261.30 I . -� U \ - ? POSSIBLE. WHERE MAINLINE MUST RUN UNDER COBBLE OR STATIC PRESSURE (HIGH/LOW): H 70 / L 64 ACROSS ROADS, INSTALL IN SCH. 40 PVC SLEEVES (TWICE HGL: 1408 R m THE DIAMETER OF THE MAINLINE PIPE MIN., OR AS SHOWN). 1264�6SYSTEM DESIGN PRESSURE: 101 psi (PUMP REQUIRED) OUSYSTEM DESIGN MAX. FLOW. 70 GPM GENERAL VALVE/QUICK COUPLER NOTE: - --- -� COBBLE ONLY LUCONTRACTOR SHALL NOT INSTALL ANY VALVES OR QUICK 0 SOURCE AT CCWD. RUSSELL SILVA/ HUGO BORJA \ DRY C ���_\ APPELLATION DRIVE I NO IRRIGATION ' V COUPLERS IN COBBLE AREAS. CONTRACTOR SHALL INSTALL DATE INFO OBTAINED: 12/05/2002 /04/28/2003 / 10/16/2003 REEK D LU }" THESE ITEMS IN PLANTER AREAS ONLY. E J THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN THE `• y• 12 13 �� REFER TO SHEET L-5 FOR IRRIGATION NOTES. FUTURE TO RECLAIMED (NOTE: STATIC PRESSURE WILL BE LOWER WITH RECLAIMED SYSTEM (PER HUGO BORJA, CCWD, 4124/2003); \ PUMP HAS BEEN DESIGNED TO COMPENSATE AS NEEDED J�Uo SCJ � DRY C �' O 1 ry G o EEK D _,, r R/v �, /+ PINE RIDGE PLACE SY —1/2 E1 t 49 / — -- -- -- - o O i I �4 i 63.80 EI. - 1'I� r � ti�� EXISTING IRRIGATION DESIGN � � at High Head 1 SHOWN FOR REFERENCE ONLY SEE CFD 2001-01, CITY DWG. NO.1633 i T=T1 FOR FURTHER INFORMATION'ON W THE CHURCH STREET DESIGNv .lev. Cn E` � 2 5 i i at Hi _Head CONTRACTOR TO CONNECT VALVES s " E10 �J +• 2'.I:' TO EXISTING CONTROLLER - REFER TOm 4 ! =� CFD 2001-01 PLANS, CITY DWG. NO.1833 ,�� \ 2,437 •F. 2- 65 r 1'n FOR LOCATION. VERIFY CONTROLLER ,� E9 LU �y► LOCATION WITH CITY REPRESENTATIVE. " �• ,\,� ( '�'• 1 E12 23 p -y4 Q 314" 3. ` FS . 60� r Q !1 _ / 1260 .75 FS 44 - 1_ � �` �y• �� � 1` 61 � 1260. FS i 1260.3 PICAL: _ ET�NEW TYPICAL: CONNECT NEW MAINLINE AND ` s/i" ,i ' VALVE CONTROL WIRES TO EXISTING ND VALVE L 6 .83 TC CNV CONTROL WIRES TO STUB OUT PROVIDED UNDER VICTORIA L: CONNECT NEW MAINLINE A - WQ 1-01, CITY DWG. NO.1833 RCN ST of EXISTING STUB OUT 2v w �- 'T 26-t-a� EET PROVIDED UNDER V CONTROL Will TO EXISTING H S';REE - - ___ X262, �6i VICTORIA ARBORS CFD UB OUT PROVIDED UNDER VICTORIA C -►URC �---_ at sa E/, �s 2001-01, CITY DWG. . RGA S� BORS CFD 2001-01 CITY DWG. NO.1833 — C"bIll �' _ CHV - N0.1833 _�- IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL � m m RAINBIRD 1812-NP-SAM-PRS-5 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 5' .10, .20, .41 F m RMNBIRD 1812-NP-SMI-PRS-6 VAN 120 POPUP VARIABLE SPRAY HEAD 30 6' .37 - 1.2 F O 0 O ROOM 1812-NP-SAM-PRS-8 Q,H,F 12- POPOP FIXED SPRAY HEAD 30 8' .26, .52, 1.05 F A6 RAINBIRD 1812-NP-SAM-PRS-S VAN 12" POPUP VARIABLE SPRAY HEAD 30 8' 0.72 - 1.70 F KEY MAP • t 0 RIUNBIRD 1812-NP-SAM-PRS-10 Q,H,F 12- POPUP FIXED SPRAY HEAD 30 10' .39, .79, 1.58 F V V RAINBIRD 1812-14P-SAM-PRS-12 Q,H,F 12- POPUP FIXED SPRAY HEAD 30 12' .65, 1.30, 2.60 F M RAINBIRD 1812-NP-SAM-PRS-12 VAN 120 POPUP VARIABLE SPRAY HEAD 30 12' 0.65 - 2.60 F 0 RAINBIRD 1812-NP-SMI-PRS-15 Q,H,F 12- POPOP FIXED SPRAY HEAD 30 15' .92, 1.85, 3.70 F -- MI R04M 1812-NP-SAM-PRS-15 VMI 12- POPUP VARIABLE SPRAY HEADI 30 1 15' 1 0.92 - 3.70 F DIAL BEFORE YOU DIG - - �I SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL 1-800-227-2600 Q DESCRIPTION OF REVISION DATE p�Cry, EXISTING 2" WATER METER - J EXISTING PRESSURE REGULATOR DEVICE - CITY OF RANCHO C U CAM O N GA _ PLAY IT SAFE. AT LEAST TWO 0 EXISTING REDUCED PRESSURE BACKFLOW DEVICE DIAL BEFORE WORKING DAYS PRIOR TO - - EXISTING MASTER VALVE _ YOU DIG! EXCAVATING IRRIGATION PLAN EXISTING IRRIGATION CONTROLLER - LLJ C H T. P _ _ EXISTING FLOW M - SERVING NINE SOUTHERN CALIFORNIA COUNTIES FOR LM D ANNEXATION Z3 yy�� S&AS % p�� VICTORIA ARBORS TRACT 16312 RAINBIRD PESB-CP-PRS-D-NP-HAN. REMOTE �VTABLESFLONYAST WWpLEIS A I (PEB-NP-HAN1 OR HAII DEPENDING ON VALVE SIZE) %.oil -APE INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) "I F, 0 RAINBIRD 33DNP 3�4" QUICK COUPLER WITH LOCKING COVER B v M J° ti BY: RCE. �4853/O IMNSSTTALL IN PURPLE CARSON VALVE BOX OR EQUALC" ENGMM ►� SPEARS OR TU-2-0901 PVC BALL VALVE - LINE SIZE C DEEM INEOMMENOW E Lw jes ALERTLINE OR PRESSURE PURPLE PVC MAIN UNE - SCH. 40 FOR 1-1/2" AND p � EQUAL UNDER, CL 315 FOR 2- AND LARGER - SEE PLAN FOR SIZE 0 10' 20' 40' * al e * Withers DRI and $d n d , Ltd. ALERTUNE OR SCH. 40 NON-PRESSURE PURPLE PVC LATERAL UNE - SEE PLM! FOR SIZE D VALVE SIZE Landscape Architee cttuun Lare PACE EQUAL SQ. Fr. 2" 62 GPMANY APPROVED SCH. 40 PVC SLEEVE - TWICE LINE SIZE E sr CD, JK. DN 3467 ocean View Boulevard, Suft A L-4 of 14 814 4v. F CHI Lw 7e1: (eye) 236-3006 cr x 12 e) 236-366 08 �'p �• —— — VALVE NUMBER 1" = 20' O �`1� 09/09/2004 - L =J PROJECT SHT. NO. 13 OF i IRRIGATION NOTES PROJECT NAME: Victoria Arbors-Church St.(Edison corridorto Day Creek) TO SPRINKLER - ANGLE PIPE TO POC located at NW Comer of Cfinefi St.3 Day Creek Blvd. SPECIFIED DEPTH WITH 45' ELLS 1.NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF 461 SCH 40 PVC MALE ADAPTOR CONNECTION. THE CONTRACTOR SMALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER,INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE '�g�p CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. Valve 1X E9 06/24/04 PVC 90 PVC UNION CONNECTORS WATERPROOF GPM: 65 I ROUND PLASTIC VALVE BOX e: ELECTRIC CONTROL VALVE 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE IMRDSCAPMci(SEE NOTE 4) REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW MARKED 9RRIGIATiON NW PURPLE NON-POTABLE) ETCHED "IRRIGATION GATE" PURPLE NON-POTABLE) PLASTIC VALVE BOX METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER STATIC PRESSURE High: 70 CARSON OR EQUAL) CiTY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONSMID LOCAL CODES. Low 64 (CARSON OR EC�a ETCHED WITH CONTROLLER ACTUAL LOCATION OF THE EQUIPMENT TO E AS DIRECTED ON SITE BY A REPRESENTATIVE spoken to: Russell SIM < FINISH GRADE AND VALVE SEQUENCEE OF THE CITY. ' Company:CCWD 3.BACKFLOW PREVENTION DEVICE SHALL E INSTALLED WITHIN A ALUMINUM ENCLOSURE,AND STRONG Phone Number: 967-2591 MIN, FiNtSH GRADE BOX(SB)SBBC- AL 7 SHALL E INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS Dab: 1215/2002 r _l WHENEVER POSSIBLE. HGL: 1408 Total VALVE - 1 1/2- OR ELLER ST HANDLE SIDEWALK 4.THIS DESIGN 13 DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR - OLFAN RACKFILLMA - FEE SPECS. FOR 7ERgt. WEDGE - 2. OR LARGER WrtH oo DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID Meter 65�� 3.20 . 901Y COMPACTION REOUIIrED TE VALVE 2" OPERATING NUT 2' (� � ANY CONFLICTS BETWEEN THE SPRiTVKLER SYSTEM,WALLS,STREET LIGHTS, SIDEWALK,UTILITY LINES Backflow Device 2" Q 65 12.00 � � COATED AND EQUIPMENT,AND ARCHITECTURAL FEATURES. Mainline 2-1)2" 168' Q 65 2.08 VALVE 3" PIG TAIL EXPANSION 5.CONTRACTOR SHALL VERIFY ALL CONDITIONS MID OMAENSiONS SHOWN ON PLANS AT THE SITE PRIOR Master Valle 2" 85 1.40 WNRrrING TAPE MOT of° oFGF a ^ LOOP (MIN. 24• LONG) TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SH/LLL BE REPORTED FOR DIRECTION Flow Sensor 2" Q 65 1.00 s MAINLINES AND LATERAL LN f IMMEDIATELY TO THE CiTY. Geae/Sall Vow 2-12" 85 2.00Slim BRASSANGLE '.MMrt•'.'.'.':.''' NrID �MeDNrG VALVE W/UNION Control Valle 2" 83 3.00 CONTROL WIRE 1LEE4 - 3/4- WASHED G.THE CONTRACTOR SHALL FAMILIARIZE HtMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES Labral Lines-Sch.40 2-12" 8' 65 0.10 UM PER PUMA INSTALL rCRUSHED AGGREGATE AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST 2" 51' 44 0.70 ADOCIENT 70 PRESSURE TO THE CiTY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 1-12" 8 27 0.15SUPPLY LINE SCH 60 PVC NIPPLE '• ;o 7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE 1-1M" 12' 17 0.20 PRESSURE fUPPLY LINESCH 80 UNION SLEEVE 07 WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THiS SHALL INCLUDE THE SELECTION 1" 6- 0 10 0.14 - - p - SM TWICE ' a° a d CONTROL & COMMON WIRES AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT 3/4" 39 01 8 2.001 1 Br n,P. SUPPLY LINE INITIAL CONSTRUCTION. SUBTOTAL: 27.98 NON-PRESSURE L47EM LINE SLEEVE - SM IWICE 8.WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS, TREES,ETC.)INTERFERE WITH THE Loss through 1lttirigs 10% 2.80 NOTES: LA DIAMETER AL LIOF NNON-PRESSURE " ~ SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION Sprinkler head PSI needed 30.00 1. ALL SLEEVES TO K 9CM 40 PX. CONTRACTOR SHALL iELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALFElevation change 2.00 ft 0.87 2. EXTEND ALL UEEVES 12• KV EDGE OF HARDSCAPn� AT 1110TH ENDS. BRASS NIPPLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. � 3. ROUTE SLEEVING AROUND IMNDICAP RAMPS. 3/4' WASHED CRUSHED SCH 60 PVC SXSXT TEE ALL ADJUSTMENTS SHALL E MADE AT NO ADDITIONAL COST TO THE CiTY. TOTAL SYSTEM LOSSES: 61.64 4. PIPING UNDER PAVDAENT SUSCEPneLE TO TRAFFIC LOADS REFER TO CRY AGGREGATE BASE PRESSURE SUPPLY UNE SND. NO. 120 24' MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL )• NOTES: NOTES: 9.INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST LOWEST STATIC PRESSURE AVAILABLE: 84.00 s. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. 1. PLACE AGGREGATE PRIOR M INSTALLATION OF VALVE BOX. 1. INSTALL CONTROL VALVE'S A W4IMUM OF 12" FROM STRUCTURES OR HARDSCAPING. REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. PRESSURE BOOST FROM PUMP PER CFD PLC FOR POC"E" 35.00 2. INSTALL CONTROL VALVES A MN. OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN POINT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. ( ) 3. INSTALL VALVES N PLIANT BEDS INHERE EVER POSSIBLE NEXT TO SIDEWALKS. 3. PUKE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. BOOST CAN BE SET UP M 70 PSI 4. PLACE VALVE BOX AT RiGHT ANGLES TO STRUCTURES OR HARDSCAPING. TOTAL RESIDUAL PRESSURE: 37 36 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. 10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 8. ATTACH METAL VALVE IDENTIFICATION TAG WiTH APPROPRIATE CONTROLLER AND 5. ATTACH PLASTIC IDENTIFICATION TAG WiTH APPROPRIATE CONTROLLER AND INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK TTY REQUIRED RESIDUAL MINIMUM WATER PRESSURE 15-20 PSI VALVE NUS, VALVE NUMBER. BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A 11.THE SYSTEM 13 DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF H PRESSURE LOSS CALC. CE) SLEEVING - STD. 533 C BALL VALVE - STD. 518 (RECLAIMED A CONTROL VALVE-STD.520- RECLAIMED CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE 13 AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. PROJECT NAME: Victoria Arbors-Church St.(Edison corridor to Day Creek) ROUND PLASTIC VALVE BOX do COVER: POC located at NW Comer of Chuch 3t All Day Creek Blvd. PURPLE NON-POTABLE), ETCHED "QC" STRUCTURE ORCARSON OR EQUAL) HARDSCAPING 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ETi- (STATIONS) 7 - (DIGITAL RADIO)W/ANT-1 481 ANTENNA PORT INSTALLED WITHIN A OR STRONGBOX(SB)2455/120 VOLT CONTROLLER/ELECTRICAL GRADE INENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER 4"MOF MM 1114w 9M01111wSQ M - - - AID�INDG COVER ASHRUB REAS. MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION Valve B E11 1 06/241104 am 10 SER/E 1/4'EYE FID 6l>E - - - 6 . BOARD WITHPR IN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL IOR TO THE CiTY'S ACCEPTANCE. GPM: 49 FRg1 1pp - AT GRADE IN LAWN UREAS 18" MAX ACTUAL LOCATION OF THE ENCLOSURE TO EAS DIRECTED BY A REPRESENTATIVE OF THE CITY. � r%;�;N, r,, r «rnrnr7 MUpI N �h FINISH GRADE 5,;,1;:;-�.::•i-••,C•{.w ;u. w :�.�Y.•i'.;i' ^ I I I -I I I M� STATIC PRESSURE High: F 70 .�M'a.r�r3•s�•N•e3 auk N .3 ..li.s FIB SOL AJC 11- 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL E Low. 64 I- RESPONSIBLE FOR THE POWER HOOK-LIP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS _ BACKFILL - SEE I AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. Person"*"to: usseN SIM w ( - Cornp rV:CCWD it I- SPECS. FOR MATERIAL. 14.ALL SPRINKLER HEADS SHALL E Phone Number.957-2591 90% COMPACTION REQUIRED 33 DNP QUICK SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE . COUPLING VALVE IRK ATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. a p�p�,E Dab: 12/5/2002 � t I_ CLAMED DO DRINK CAP HIOL: 1408 WARNING TAPE ON TOP OF W� MAINLINE AND LATERAL LINES. RU8f3ER 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE Total STAINLESS STEEL SPRINKLER HEAD 13%"ABOVE FINISHED GRADE. Eaulp>entt � ¢�I i I= NON-PRESSURE LATERAL UNE: 2 SCREW CLAMP Meter 2" 49 1.80 = I _ SCH. 40 SNAKE PIPE N MINIMUM (3) PLACES Backflow Device 2" 49 12.00 TRENCH z WASHED Mainline 2-12" 742' a 49 5.42 1 C/RUQ Master Valle 2" 49 ED 0.53 ''t - PRESSURE SUPPLY UNNE AGGREGATE BASE ' • t :Yi Flow Sensor 2" 49 1.00 - _ / > tXN s;s W7';it tic! . Galle/BaNValve E2-12" 49 3.00 PIPE N RE H SNAKE PIPE N TRENCHN.;••►'•!`•;• .'• " :•.� ::4::.• Control Valle 1-12" ® 49 3.84 I- I SCH 40 BRASS NIPPLE Lateral Lines-Sch.40 2" 25' 49 0.42 _ CONTROL WIRES - BUNDLE SCH 40 BRASS NIPPLE - 142" 11' Q 23 0.15 IBEX w SIFT VTAPE AT 15'0 PVCAND 1- SW Ell (� ro I I-I I INSTALL ADJACENT T'0. AND 24" LONG 114" 52' 22 1.41® 1" 3' 10 0.07 IAMK MW WY>iIn r SNU BL -I I� _ - I (- PRESSURE SUPPLY LINE 39" 29' 7 1.16 1101111-FINMIN IAICK 11E 7WA p I I I I I I -III-I I - SUBTOTAL: 30.81 I I (- 6" TYP I I I � PROVIDE 8" MIN. OF SAND Ml- ININ 10f AS NOMBEDDING MID SHADDING SCH 40 BRASS 9fl ELL Loss thrOugh At ngs 10% 3.08 Sprinkler head PSI needed 1 30.001 NO1E SCH So PVC 90e Elevation change F_0_,_50_j It 0.22 1. MW HN r 10 r FROM KA gAlBs, IYMt7N K 111010NK STREET ELL SCH 40 BRASS 90' NA 00 OF lK STREET ELL TOTAL SYSTEM LOSSES: 64.11 2 USE NO WE ON ITL KE Tt1i 4M PRESSURE SUPPLY 3, INSTIL WA Ell MlEiW OW WLVE NO CMFDGATAIG NOTE: UNE FITTING LOWEST STATIC PRESSURE AVAILABLE: 64.00 FEUR IS PER X ATO RAN. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90• CHANGES IN DIRECTION. 244 REBO PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC"E") 35.00AR STAKE 4• M01511110=1111IBM9 ILFT KY. 2. PRESSURE SUPPLY UNE: 2 1/2" AND SMALLER 18" MIN. DEPTH PRESSURE SUPPLY UNE BOOST CAN BE SET UP TO 70 PSI 3" AND LARGER 24" MIN. DEPTH TOTAL RESIDUAL PRESSURE: 34.89 3. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. NOTE ITY REQUIRED RESIDUAL MINIMUM WATER PRESSURE 15.20 PSI 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. I PRESSURE LOSS CAL.C. F HI-POP SHRUB SPRAY - STD. 539 (D) TRENCHING - STD. 532 B QUICK COUPLER-STD,536 (RECLAIMED PROJECT NAME: Victoria Arbors-Church St(Edison corridor to Day Creek) POC located at NW Comer of Chuch St NE Day Creek Blvd. 481 Valve Alt E12 0624104 GPM: 23 WATERPROOF CONNECTOR �IAL STATIC PRESSURE High: 70 WiRE SERVICE LOOP (LOOP Low: 84 BUNDLE W ABOVE GRADE)WIRE Pelson Spoken to:Russell SIM SPLICE 11M COVER WITH Compotry:CCWD LOCKING TOP ETCHED '&W Phone Numbel.957-2591 Date: 12/5/2002 MCL: 1408 T Total 3 IN PLANTER BEDS Equipment Size Loncft GPM PSILoss Meter 2" 23 0.80 Backflow Device 2" 23 12.00 DESCRIPTION OF REW" DATE CITY 1-12" 829' 23 11.27 A1�IIONE1De 12' x 16' GREEN PlASi1C METER Master Valve 2" 23 0.53 Boot. CARSON OR EQUAL Flow Semor 2" 23 1.00 to CITY OF RANCHO C U CAM O N GA Gete/Ball Valve 2-12" 23 3.00 Cori rof Valve 1" 23 3.71 Lateral Lines-Sch.40 2" 0. 0 - 0.00 1-,2" 30' a 23 0.411 0.001 IRRIGATION DETAILS V 9. 0 15 0.33 3/4"F-39-1 Q 3 0.22 SUBTOTAL: 33.27 Z24MOLTWIRES. TAPED AND FOR LIVID ANNEXATION BUNDLED AT 18 FT.RAI NAETtVALS VICTORIA ARBORS TRACT 16312 Loss tiTTough flttirigs 10°� 3.33 Sprinkler head PSI needed 30.00 2 PEA oRAVE< PEElevation change 1.20 R 0.52 '�, TOTAL SYSTEM LOSSES: 67.12 �,� v µ w17�as���,� APPROVED BY: , DATE: Ct1Y ENGINEER RCE. 24953 LOWEST STATIC PRESSURE AVAILABLE: 64.00 OEM RIMOAMENDED PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC"E") 35.00 re Lw BOOST CAN BE SETUP M 70 PSI T ALRESIDUALPRESSURE: 3,.86 * a * Withers and Sandgren, Ltd. TY REQUIRED RESIDUAL MINIMUM WATER PRESSURE 15.20 PSI ORAMI Landscape Architecture PANS e CD, X, DN 3467 Ocean Vtew Boulevard. Su"o A L-5 of 14 Glendale, CA 91206 J PRESSURE LOSS CALC. G 24 VOLT SPLICE - STD. 5 40 of �� Tel: (616) 236-3006 Fax: (616) 236-3066DFAWM HIM r L Lw 09/09/2004 ' / PROJECT SHT. NO. I OF I R Y CRE -- EK R/ vs C LU 19� _ - _ w ----- ---- �- S_2 �-_ _ J SOU Y - - — LU --------- COBBLE ONLY s p APPELLATION DRIVE I NO PLANTING I U 4 V-1 W C0 1 S-3 S-3 7 13 ' r S-4 27 DRY C RFEK P INE RGE PLACE /S-2\ 2 J 5 S-2 j S-4 >� m S-4 T-1 T-2 2 13 f Y 5 �ID )S-3 T-2 W S-2 S-4 / / 0: S-3 S_4 1 (� S-3 �. T-2 �,• s 9 � ` r T-1 11 T-1 1 1 S-2 T-21 S-4 V-1 2 S-4 S-1 9 5 t S—g 10 S-3 3 24 2 S-2 1 /� 227 5 T-1 S-1 T-1 S-2 T-2 1 �a O a T-3 S-1 CS-4 FaR S-3 8 •• S—6 2 r � = 23 1 S-4 f r 5 2 S-2 • T-5 1 S-1 9 T-2 r 25 S-7 f f frr {rr r r r r 1 S-3 2 / S-1 - 12 f r f r rf j' � rm � —4 t 42 S-3 S-3 16 T-1 , lilt 16 . S` 4 ' _ S-3 _ _ - S-4 �___�— V-1 — ._ — —_ f r I 1������ ��� '.��• — 25 97 S-1 - - - - - - - _ , f,,,J�,� — _ S-4 13 3 1� \ _ _ _ — 4 �, f , � ,;rrf�;� y _ — T-2 11 S S-1 r El RE -- R S-3 CNV CHURCH STREET S-3 CHU --- � _ S_5 19 5 S-4 S_2 2b — � �� rt _ 54 32 —5 ARE — 8 V %CN CN PLANTING LEGEND QTY (TOTAL SEE PLANTING NOTES, SHEET L-7 KEY MAP SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS TREES , I • T-I CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL./ AS SHOWN 8 MIN 20' O.C., PLANT 2'-0'MIN FROM HARDSCAPE' � -2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. / AS SHOWN II MIN 20' O.C., PLANT 2'-0'MIN FROM HARDSCAPE' 1DESCRIPTION OF RE1AS10N DATE CITY I T-3 LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE 24'BOX / AS SHOWN 5 MIN 20' O.C., PLANT 2'-0'MIN FROM �IIOYE>Dce HARDSCAPE' T-4 MAGNOLIA GRANDIFLORA 'ST. MARY' ST. MARY MAGNOLIA 24'BOX / AS SHOWN 4 MIN 20' O.C., PLANT 2'-0'MIN FROM CITY OF RANCHO C U CAM 0 N GA HARDSCAPE• � ���.....///� T-5 PHOENIX DACTYLIFERA DATE PALM 15' B.T.H. / AS SHOWN 3 SKINNED PRIOR TO DELIVERY PLANTING PLAN SHRUBS AND GROUNDCOVERS DIAL BEFORE YOU DIG 0 S-I ABELIA GRANDIFLORA 'PROSTRATA' NCN 5 GAL./ 4' O.C. 51 FOR LM D ANNEXATION H 1-800-227-M ® S-2 LANTANA 'DWARF WHITE' LANTANA CULTIVAR I GAL./ 4' 0.C. 80 VICTORIA ARBORS TRACT 16312 S-3 PHORMIUM TENAX 'JACK SPRATT' NCN 5 GAL./ 2' O.C. 233 P S-4 TRACHELOSPERMUM JASMINIODES STAR JASMINE I GAL./ 2' O.C. 382 y µ. WfTk,�_ �•s. APPROVED BY: DAIS: PLAY IT SAFE. AT LEAST TWO JJJJJJJJJJJJ], S-5 HEMEROCALLIS HYBRID 'RED' DAYLILY I GAL./ 2' O.C. 173 EVERGREEN ONLY • s`'o J' CITY ENGR4M RCE: 24983 DIAL BEFORE WORKING DAYS OEM � YOU DIG! PRIOR TO �'; �; S-6 NANDINA DOMESTICA 'NANA' COMPACT HEAVENLY BAMBOO 5 GAL./ 2' O.C. 231 e Lw r EXCAVATING S-1 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORNE 5 GAL./ 5' O.C. 12 Withers and Sandgren, Ltd. * POE NTS S-8 BERBERIS TH0U0 10' 20' 40' � * p��NBERGII 'CRIMSON PYGMY' CRIMSON BARBERRY 5 GAL./ 30' O.C. 32 Landscape Architecture SERVING NINE SOUTHERN CALIFORNIA COUNTIES �r CD, A DNL-6 of 14 3167 Oeean View aouhvard• Such A GWndoh, CA 91204 VINES 1" = 20' �rE OF ��\� a1E�cm Tel: (414) 236—aoo6 Fox: (414) 236-3"6 "mV-I PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL./ 15' 0.C. 32 TRAIN TO WALL 09/09/2004 PROJECT SHT. NO. 15- OF PLANTING NOTES ^� .1. RIum NURSERY STAKES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT ` ' 1 z. STAKES 70 SE PLLAM AND TIGHTLY COMPACTED 3" BERM TO FORM Pia. DEPRESSED WATERING BASIN. OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND 3' SIAM TME 1D1C1tARSPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR TO �� "m � 4WOOD CHIP MULCH. U N TOP OF R" ABOVE REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND TO " EXPEND 2 ABOVE � r Nov"W WILL uW E v (1 FINISH GRADE REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND 7C PL 6' PROPERTY UNIE WALL OVER (, U SPECIFICATION 2' MAX. RETAINING OLL `J PROM M DESIGN OR APPROVED EQUAL v s 14- Mm. ,n ' X VAM a MIN. M 34-° OX. TOP TE TO K PLACED 4 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS VARIES 20'-32' LOW As POSSIBLE ON TME VARIES 8' SIDEWALK VARIES off, I►a7y ,,P of SIAKES 1111m ,,, — _ — FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND NOT 2, TREE 6 MIN., 12 MAX. 1, 6 MIN., 12 MAX. SLIIPPo90ieT O'At ALLOW ciEA TO LOSE MDDsO l" cn�war Pm — I BACKFILL REQUIREMENTS. THE MEAD TO DROP. MAIN TRUNK ••.• -•� � 40 ° TES 81110=O 2 •EeC � �nsLODGE 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL ""+ V �' T' M NU Pe o UNDERGROUND UTILITIES PIPES STRUCTURES ETC. AND SHALL TAKE ``'•�_ �.�..wllIESOMIM STAIN, 3. °,�, w • " � no , ,,,� WIL AM POSH INTO , PLANT PIT To BE ) TIMES THE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST SUKES OUTSIDE ROOT BALI. WIDTH OF THE BALL TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. me mom YAM° $I nff° AREAS Of FIOOTIIALL 10 A:m FINISH alaoE. °PEND r 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN mmy PAD ELEVATION S'aero w CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM (0wr PIT._ _ _ oRouMo aoyER INSTALATTOMs. �ocATE II _ .Its P° a TTI T NATIVE BACKFILL WITH NO HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE ROCKS CITY DECORATIVE �- DECORATIVE if= � DIAMETER. ' 3' PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS P,IB COBBLE ROCK _i 1i COBBLE ROCK SPECIFIED, AND THE WORK APPROVED BY THE CITY. ii UNDISTURBED NATIVE SOIL 24111 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE N° CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL � EtICKF1I.L WrtH NO 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE GREATER THAN r DK OF ROOT BALL DO NOT CRACK ROOT BALL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. NATIVE SOIL UNDISTURBED ,wlcE Roar BALL wloT►, 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE J TYP. SECTION-CORNER (D-D) G TYP. SECTION-PASEO LOT A (A-A) D DOUBLE STAKED TREE - STD.502 A CONTAINER PLANTING - STD.50 6 CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES W E ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE L.J s ;0100, GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. *TOP TE TO EE PLACED As LOW U U TOP OF ROOTBALL TO EXTEND 2" 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF 6' PROPERTY LINE WAIL OVER As POSSMLE ON THE TRUNK TO TDP OF STAKES BELOW MEAD ABOVE FINISH GRADE AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE 2' MAX. RETAINING WALL. B�NON$0 LOW ,WIND �TO OF THlE TREE. OF TREEI= SUPPORT HAW P �� GROWTH ORIGINAL GRADE `-� NATIVE BACKFILL WITH NO ROCKS LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO PROI I DESIGN OR APPROVED EQUAL OR ALUM THE HEAD TO DROP. MAIN TRUNK _ GREATER THAN 3" DIAMETER. CITY STANDARDS AND DETAILS HEREON. VARIES 20'-32' * (2) LETS Of CINCH TIES 3" BERM TrAMY COMPACTED IN SPACED 24 APART ATTACH WIT — PLACE TO FORM WATERING BASIN. VARIES a SIDEWALK vArtlEs DSlp1EW5 TO r 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE s MIN., 12 MAX. 1, s MIN., 12 MAX. 12- MAxrMUM APPROVED BY THE CITY. 2' DTA` LODGE POLE Me Stmn I TOP OF ROOMALL TO EXTENDWITH WOOD PRESERVATIVE STAIN, ONE c 2• 'DP'"'s" GRADE 0, °� eSL " ODRE . NO POSITION 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ORIGINAL GRADE S , COMPACTED ROOT BALL — – ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE Tomy � OF BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). PLANT PR. PUNT PIT To (2) TIMES THE ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE — — — WIDTH of THE RooT BALL REQUIRED RATES PER 1,000 SQ. FT. PAD ELEVATION _ — I 4 CY. NITROGEN STABILIZED SAWDUST NO ROC GREATER - -ll 120 IBS GYPSUM — THAN 3' DIAMETER ROOT BALL DECORATIVE � _ �(�� �THE�, � 125 IBS GRO-POWER PLUS COBBLE ROCK c088LE ROCK THE Roar E1ALL. 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDISTURBED NATIVE SOIL. UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS 1NDISTt MED "ATM HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. NOTES: CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOT BALL. PRIOR TO PURCHASE AND PLACEMENT. MULCH SHALL BE #3 WOOD 1. F3KNE SER' STAKES CHIP MULCH, AVAILABLE FROM: 2. STAKES TO BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. Artesia Sawdust - 13434 Ontario Avenue, Ontario, CA (909) 947-5988 fax (909) 923-7209 H TYP. SECTION-PASEO LOT E B-B E STAKED TREE ON SLOPE - STD,505 B CONTAINER ON A SLOPE - STD.507 ONE HALF OF SPACING °SCA PF LIMIT OF PLANTER AREA REQUIREMENT 4 OF COMPACTED WOOD CHIP MULCH. HARDSCAPING CONCRETE HEADER, 6, PROPERTY LINE WALL OVER CURB do GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE 1k e a ate PL 2' MAX. RETAINING WALL TC TC PRO I DESIGN OR APPROVED EQUAL 12" sr� to 17' ' TF OF HESS PLACE SLOPE WIDTH SIDEWALK PARKWAY VARIES z CITY aJ� DESCRIPTION OF REVISION DATERpyEp; CITY OF RANCHO CUCAMONGA E UA SHOVEL CUT EDGE COMPACTED NATIVE SOIL w•. V CONSTRUCTION / PLANTING DETAILS COBBLE ROCK DIAL BEFORE YOU DIG PAD ELEVATION 11=I _ NOTE: 1"�'�7'2 '-1L, – 2.0% 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NOTES: FOR LIVID ANNEXATION I I– SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON Eml I. =ice II=1 I- PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL VICTORIA ARBORS TRACT 16312 2.0% SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND PLAY IT SAFE. AT LEAST TWO SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER INTO EDGES AT GROUND COVER AREAS. DIAL BEFORE WORKING DAYS SHALL BE PLANTED AT ONE–HALF THE DESIGNATED SPACING 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. APPROVED BY: DATE- PRIOR TO FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. aw EN(�NEER RCE' 24953 YOU DIG! � EXCAVATING 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTMES Mill m 1111111MOMIMENM OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE Lw SERVING NINE SOUTHERN CALIFORNIA COUNTIES LEGEND ARE ESTIMATES ONLY. Withers and Sandgren, Ltd. PACE Landscape Architecture CO, X. DN 3467 Ocean View Boulevard, SuMe A L-7 of 14 I TYP. SECTION - HESS PLACE (C-C) FGROUNDCOVER SPACING - STD,508 C MULCH INSTALLATION - STD. 5091208 Tel: (a1B) 236.39/ 2x 236-3066 S �• L 09/09/2004 PROJECT SHT. NO. ho OF l 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 SPECIFICATIONSprogress sheets daily 1. Where indicated on the Drawings,use red brass screwed pipe conforming to mounting the automatic sprinkler controller and terminal strip. as the work proceeds,showing the work as actually installed. Federal Specification#WW-P-351. 3. A 117 volt duplex box shall be provided with an On/Off switch,and a 117 volt receptacle. A. CONTRACTOR DOCUMENTS: shall consist of specification and For"ample,ie,should a race of ant be installed in a location that does not A. If the Contractor wishes to substitute any equipment or pro recap mP P' aN 2. Fittings shall be red brass conforming to Federal Specification#WW-P-460. Metal conduit shall run from the 117 volt supply to the controller housing.All power within the itsgeneral 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 match the plan,the Contractor must indicate that equipment has been relocated in housing shall be property phased. include all labor,materials, and services necessary for the proper a is manner so as to match the original bole as indicated in the irrigation Specifications, he may do so by providing the following E. Copper Pi and Fittings: 4. A terminal strip shall be provided,clean indicating the fonts of connection of all execution of the work. The documents are to be considered as one. PART 1 -GENERAL SmPh 8m � � information to the City of Rancho Cucamonga for approval: 1. 1� T pe hard P Y g Pry P legend. The relocated equipment and dimensions will then be transferred to the pe Type K, 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. parts. 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: 3. Before the date of the final observation,the Contractor shall transfer all substitution. Use a separate sheet of paper for each item to be 24%cadmium, solidus at 1125°F,and liquidus at 1145°F. 1. Refer to the Irrigation Plans for sizes and types of miscellaneaous irrigation equipment. B.VERIFICATION: The Contractor shall verify measurements on the A. Scope of Work: Provide all labor,materials,transportation, and information from the"record drawing"prints to a sepia mylar or similar mylar submitted. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. drawings before beginning work. In case of error or discrepancy in the services necessary to furnish and install the Irrigation System as shown on F.GateValves: drawings or specifications or in the work of others affecting his work,he the Drawings and described herein. material. Arrangements shall be made through2. Provide descriptive catalog literature,performance charts and the city for obtaining said sepia 1.Ball Valves PART 3-EXECUTION shall notify the City Inspector immediately. The Contractor shall be held flow charts for each item to be substituted. 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 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, applied to the mylar by a technical pen made expressly for use on mylar shall be equipped with a stainless steel handle. A.All scaled dimensions are approximate. The Contractor shall check and verify all size material. Such pen shall be similar to those manufactured by Rapidograph b. Ball valves shall be Spears XXX or approved equal. dimensions and receive approval from the City of Rancho Cucamonga prior to instructions. safety orders,standards, and regulations, and meet the minimum 3. Provide the amount of cost savings if the substituted item is c.All Ball valves shall be installed detail. Kueffel&Esser,or Faber Castell. The dimensions shall be made as to be easily per proceeding with work under this Section. requirements of the Standard Specifications For Public Works approved. B.Exercise extreme care in excavatio and working near existing utilities. The C. MATERIALS MACHINERY EMPLOYEES: Exceptas otherwise Construction Green Book latest edition. readable even on the final controller chart(see Section C). The original mylar 8 8 8 ( ) G. Quick Coupling Valves: Contractor shall be responsible for damages to utilities which are caused by his noted,the Contractor shall provide and pay for all materials, labor,tools, record d'a"r8 Plan shall be submitted n the City of Rancho Cucamonga far B. The Ci of Rancho Cucamonga shall have the sole 1. ick coupling valves shall be Rainbird 33 DNP or approved and other items recess and incidental to the completion of his work. 1.02 QUALITY ASSURANCE�REQUIREMENTS approval prior to the completion of the controller chart. City g �' � g aPPro �1• operations or neglect. Check existing utilities drawings for existing utility locations. eery omp Q Q 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, 4. The Contractor shall dimension from two( points o 2)permanent poif 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 in planting trees,shrubs, PERMITS REGULATIONS: The Owner shall fiumish an A. Permits and Fees: The Contractor shall obtain and pay for any and all Drawings and Specifications. and ground covers. such as building comers, sidewalk edges,road intersections,etc.,the location of H. Backflow Prevention Units: D. The Contractor shall carefully check all es to satisfy himself that he may safely adequate survey of the property. The Contractor shall obtain and pay for permits and all observations as required. Y 8� fY Y Y all permits 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. 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 observes that a variance exists therewith he shall promptly notify the City 8 A. The guarantee for the irrigation system shall be made in with 60 mesh monel screen and shall be similar to Bailey#100B or approved A. Physical layout: Inspector in writing and an necessary changes shall be adjusted as used in this Contract furnish directions covering points not shown in the b. Connection to existing electrical power. p g y eery g Jus 8 Po accordance with the attached form. The General Conditions and equal, 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. pro $ P� Supplementary Conditions of these Specifications shall be filed 3.All pressure main line piping between the point of connection and the lines,routing and location of sprinkler heads. d. Routing of sprinkler pressure lines(dimension max. 100 along routing). 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 E. PROTECTION OF WORK, PROPERTY AND PERSON: The C. Ordinances and Regulations: All local,municipal and state laws,and e. Sprinkler control valves. shall verify with the local governing body as to material type and installation installation. Contractor shall adequately protect the work adjacent and the rules and regulations overnin or relating to an ion of this work are f. Routing of control wiring and locations of all splice boxes. procedures or to start of construction. Submit shop drawing for approval. equ ty prof propertygoverning 8 Y Pte' B. A copy of the Guarantee form shall be included in the P prior oP 8 pP public and Mall be responsible for an damages or in due to his act. hereby incorporated into and made a art of these Specifications,and their g. Quick coupling valves. B.Water Supply: pu po y g jury � P Pte' operations and maintenance manual. �Y: provisions shall be carried out by the Contractor. Anything contained in h. Stub-outs for future connections. I. Check Valves: 1. The irrigation system shall be connected to water supply point(s)of F. CHANGES ON THE WORK: The Ci Inspector may order changes these Specifications shall not be construed to conflict with an of the i. Other related equipment as directed by the City of Rancho Cucamonga. 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings. City pact y g P� Y C. The guarantee form shall be re-typed onto the Contractor's construction with replaceable composition,neoprene,or rubber disc and shall 2. Connections shall be made at the approximate location(s)shown on the 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 followinginformation: orders and adjustments plus claims by the Contractor for extras must be these Specifications and Drawings call for or describe materials, 5. On or before the date of the final field observation, meet ti exceed Federal Specification WW-V-51 D Class A Type 1V. Drawings. The Contractor is responsible for minor changes caused actual the Contractor shall �' 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 te of heavy duty virgin PVC construction with F.I.P. site conditions. gh GUARANTEE FOR IRRIGATION SYSTEM thread inlet and outlet. Internal parts shall be stainless steel and neoprene. 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 Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of C. Electrical Supply: G. CORRECTION OF WORK: The Contractor shall re-execute any provisions of these Specifications and Drawings shall take precedence.. furnishing required information that may be omitted from the prints. 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 and installed is free from defects in materials and workmanship, equal- electrical point(s)of connection as indicated on the Drawings. remedy defects due to faulty materials or workmanship upon written D. Explanation of Drawings: C.Controller Charts: and the work has been completed in accordance with the Drawings 2.Connections shall be made at the approximate location(s)shown on the notice from the City Inspector for a period of one hundred-eighty(180) and Specifications, ordinary wear and tear,unusual abuse,or J. Control Wiring: Drawings. The Contractor is responsible for minor changes cause by actual 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 site conditions. offsets, fitting, sleeves,etc., which may be required. The Contractor shall before controller charts are prepared. material or workmanshipwhich may develop duringthe period of the electric control valves shall be made with direct burial copper wire AWG- H. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After carefully investigate the structural and finished conditions affecting all of Y op P� U.F. 600 volt. Control wiring installed in control wire conduit within structure 3.03 INSTALLATION one year from date of acceptance and also to repair or replace any shall be made with AWG-TW solid copper wire. Pilot wires shall be a A.Trenching: reviewing the drawings thououghly it is the Contractor's responsibility to his work and plan his work accordingly, furnished such fittings, etc., as 2.Provide one controller chart for each controller sequence. 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 continuously on bottom of trench. Lay 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 controller. Install in pipe to an even grade. Trenching excavation shall follow layout indicated on 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 replacements within a reasonable time, as determined by the City, accordance with valve manufacturer's specifications and wire chart. In no case the Drawings and as noted. 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 a minimum of twenty-four(24)inches cover for all irrigation lines the Contractor must qualify his bid or accept the interpretation of the City system,planting and architectural features. such repairs or replacements within a reasonable time after receipt 2. Wiring shall occupy the same trench and shall be installed along the same installed under paving or hardscaping. Inspector on the questionable areas as they develop during construction. 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. together at intervals of fifteen 15 feet. 4.Provide for a minimum of eighteen 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. a the costs and charges therefore n demand. ' ( ) (18)inches cover for all pressure supply samples of materials for conformity to specifications at an time. The specifications. pay ° 4. An expansion curl shall be provided within three(3)feet of each wire lines of two and one half(2'Y2")inches or smaller �P tY P� Y Contractor shall furnish samples upon request by the City Inspector. 5. The chart shall be a black line or blueline ozalid print and a different color PROJECT: connection. Expansion curl shall be of sufficient length at each splice 5. Provide for a minimum of twelve(12)inches for all non-pressure lines. Rejected materials shall be immediate removed from the site and 3. The Contractor shall not willfiill install the irrigation stem as shown 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. eJ immediately Y 8a Y shall be used to indicate the area of coverage for each station. 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 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 Control wires shall be laid loosely in trench without stress or stretching wire susceptible to traffic loads. meeting specifications shall be paid by the Contractor. differences, or discrepancies in area dimensions exist that might not have 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. 5.All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, B. Backfilling: J. PRE-CONSTRUCTION CONFERENCE: Schedule a pre-construction be brought to the attention of the City of Rancho Cucamonga. In the event 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 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 of 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 not be allowed without prior approval of the City of Rancho Cucamonga. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent construction ando'ect work schedule. 1.03 SUBMITTALS undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips,sunken Pr J D.Operation and Maintenance Manuals: K. Automatic Controller: areas,humps or other surface irregularities. 2. A fine granular material backfill will be initially PART 2 - PRODUCTS 1.Automatic controller(s)shall be of size and type shown on the Drawings. placed on all limes.No foreign matter larger than one- half(2)inch in size will be permitted in the A. Material list: 1.Prepare and deliver to the City of Rancho Cucamonga within ten calendar 2.01 MATERIALS 2.Final location of automatic controller(s)shall be approved by the City of initial backfill. 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 1. The Contractor shall furnish the articles,equipment, materials,or containing the following information: drawings, specified herein, 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, processes specified by name in the Drawings and Specifications. No B. PVC Pressure Main Line Pipe and Fittings: automatic controller location is to be furnished by others. The final electrical planting,or other construction are necessary,the Contractor shall make all required adjustments substitution will be allowed without prior written approval by the City of a. Index sheet which states Contractor's name,address, and telephone number, 1. Pressure main line piping for sizes 2" and larger shall be PVC hook-up shall be the responsibility 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. 2Class 315 pipe shall be made from an NSF approved Type 1, L. Electric Control Valves: C.Trenching and Backfill Under Paving: . 2. Complete material list shall be submitted prior to performing any 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 work b.Catalog and parts sheets on every material and equipment item installed Grade, PVC compound conforming to ASTM resin specification 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 as set forth in Federal 2.All electric control valves shall have a manual flow adjustment. pipe and six (6)inches above the pipe)and compacted in layers to 95% description of all materials and equipment to be used. Although c. Guarantee statement. Specification PS-22-70,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 manufacturer and other information may be different, the following is a d.Complete operating and maintenance instructions on all major (S.D.R.)(Solvent-weld Pipe). piping shall be compacted to equal the compaction of the existing adjacent equipment. 3. Pressure main line piping for sizes 1-1/2" and smaller shall be M.Control Valve Boxes: undisturbed soil and shall be left in a firm unyielding condition. All trenches guide to proper submittal format: 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, 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#910-12B cap and pressure test all piping under paving prior to the paving work. Item No. Description Manufacturer Model No. 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,boning,or hydraulic in writing to the City of Rancho Cucamonga at the conclusion of the D1785. All pipe must meet requirements as set forth in Federal with minimum size of six(6)inches. driving,but where any cutting or breaking of sidewalks and/or concrete is 1 Backflow Preventer Febco 825-Y-BV 2.Use 9-1/2"x 16"x I V rectangular box for all electric control valves. Carson necessary,it shall be done and replaced by the Contractor as a part of the project that this service has been rendered. Specification PS-21-70. Industries# 1419-12B with green bolt-down cover or approved 2 Automatic Controller Calsense ETI-24-DR Sr' aPPro equal. Contract cost. Permission to cut or break sidewalks and/or concrete shall be 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick coupling obtained from the Ci of Rancho Cucamonga. No hydraulic driving will be 3 Master Valve Superior 3100 RCV City 8 • Y g 4 Etc. Etc. Etc. E.Equipment to be Furnished: approved conforming to ASTM test procedure D2466. valves. Carson Industries#608-12 with green flex-lock cover or approved permitted under concrete paving. 6. Solvent cement and primer 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 11"rectangular box for all electric control valves installed susceptible to traffic loads. within on- a lar areas. Carson Industries# 1419-12B with listed and should include solvent,primer,wire, connectors,valve,boxes, manufacturer. grad landscaped Been 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. etc. No copies of manufacturer's literature(catalog cuts)are required as Manufacturers name 5. Use 10"x 10-1/4"round box for all quick coupling valves installed within on- submittal information. adjusting each type of sprinkler and valve supplied on this project. a. Manu 's structure landscaped areas. Carson Industries No. 910-1213 with green bolt- b. Two(2)four-foot valve keys for operation of gate valves. b. Nominal pipe size down cover or approved equal. 3. Equipment or materials installed or furnished without prior approval c.Two(2)keys for each automatic controller. c. Schedule or class 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: DESCRIPTM OF REMSION DATE ter or fraction thereof of each of ick 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 be required to remove such materials from the site at his own expense. type �N� P � 8 � )aPP f. Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as 4. Approval of any item,alternative or substitute indicates only that the 2. The above mentioned equipment shall be turned 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. CITY OF RANCHO C U CAM 0 N GA 2. Spray heads shall have 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 i screw adjustment. 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;n accordance with the details shown on the GENERAL CONDITIONS A N D Cucamonga. C. PVC Non-Pressure Lateral Line Piping: drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening 5. Manufacturer's warranties shall not relieve the Contractor of his 1.Non-pressure buried lateral line piping shall be PVC in the sprinkler body. F IRRIGATION SPECIFICATIONS 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 5.All sprinkler heads of the same type shall be the same manufacturer. vt,asc,PF guarantee. areas. FOR LIVID ANNEXATION A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise 2. Non-pressure lateral line piping installed under paved areas O. 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 ARBORS TRACT 16312 pipe shall be transported in a vehicle which allows the length of pipe to lie flat so 3. Pipe shall be made from NSF approved, Type 1,Grade II wiring shall be Schedule 40 P.V.C.or approved equal. 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 D 1784. APPROVED BY: DATE: 1v�1 a set of blueline ozalid prints which shall be corrected daily, showingevery An section of that has been dented or damaged will be discarded,and if All i must meet requirements set forth in Federal Specification P. Vandal Resistant Controller Enclosure: L � Y P� g pipe q � 1. Controller enclosure shall be of size and type shown on the Irrigation CITY DaNEER , RCE: 24953 * en a to * 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. Drawings and Irrigation Detail sheet. �) � installed locations, sizes, and kinds of equipment. Prints for this purpose 4. Except as noted in paragraphs 1, 2, and 3 of this section � ate Lw 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 Withers and S a n d g re n, Ltd. OF C drawings shall be kept on the site and shall be used only as a record set. fittings shall be the same as for solvent-weld pressure main line DWM PM Architecture pipe and fittings as set forth in section 2.0113 of the Specifications. CD, X, DN 3467 Ocean View Boulevard, suite A L-8 of 14 Glendale, CA 91208 QECM Tel: (a18) 236-3006 Fox: (818) 236-3066 q�I Lw 09/09/2004 ■ ` .. PROJECT SHT. NO. ) 7 OF B. Testing of Irrigation System: D. 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 604 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 Landscape Contractor is responsible for the erection of all signs and barriers required 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: A. conform with the details in the Drawings. inch and prove watertight. and other contractors on the job site. to prevent intrusion into the treated areas and to notify the public. J 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 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. B. No material or methods shall affect the landscape planting or hydroseed germination. own outlet. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 and shown ��° No material or method shall render the job site unusable for more than 10 days fiom establishing all surveys,reference points and elevations required by him, The above soil conditioning are minimal qualities only and should be used only for bidding pounds per square inch and proven watertight prior to paving. $ q Y Y $ date of application. 3. Install all assemblies specified herein in accordance with respective detail. In on plans for proper execution of site construction. 4. Sustain pressure in lines for not less than six(6)hours. If leaks develop, P Prof purpose,because soil conditions may change drastically from the time these specifications 6.05 Non-Selective Herbicides: absence of detail drawings or Specifications pertaining to specific items replace joints and at test until entire tem is en watertight. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours were developed to the time the actual soil conditioningtake lace. Therefore,the Contractor required to complete work,perform such work in accordance with best 5. All hydrostatic tests shall be made only me �of the General required him for the construction of the project. All tem traffic barriers and P Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended hY Y � P� � by Proj Po�'Y shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. 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 by the Pest Control Advisor) 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: 6.06 Selective Herbicides: approved by the project Landscape Architect and City. Copies of the soil test to be provided Selective pre-emergent herbicides alible with seed mixtures 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 inspection to be defective in its construction or deficient in Pre erg comp (as recommended by the 7. When the irrigation stem is let g �' �� during the Pre-construction job conference. ) recommended by the pipe and fitting manufacturer. g system completed,perform a coverage test in the anof the requirements of the plans and specifications,shall be remedied or removed and Pest Control Advisor Y � P P � 3.05 Finish Gradin 5. On PVC to metal connections, the Contractor shall work the metal presence of the City of Rancho Cucamonga to determine if the water coverage $' 6.07 Weed Eradication: replaced by the Contractor at his own expense in a manner acceptable to the Landscape After rototillin operations are complete, de areas to establish finish es for planting. for planting areas is complete and adequate. Furnish all materials and perform $ PahP > P g If in the inion of the Pest Control Advisor,perennial grasses and weeds existing in the connections first. Teflon tape or approved equal, shall be used on all threaded Architect and Ci °p '� 8� $ PVC to PVC,and on all threaded PVC to metal joints. Light wrench sure all work required to correct any inadequacies of coverage due to deviations h' 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 J P 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 threaded PVC adapters into which the may be solvent welded. this to the attention of the Ci of Rancho Cucamonga. This test shall be A. Prior to the installation of the irrigation system remove and clear all weeds and Pt P� Y City g 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 $ P $ sP � Y � Y r�P� 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds toad 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 1 P 8 Proj � apply: Weed abatement work shall be coordinated with the installation of the irrigation system 1. Domestic Potable Water Supply: All lines shall have a minimum clearance of six(6) adjusted to meet site requirements. RoughGrading. below the surface of the soil. Physically remove all weeds from the site. 8 rototilling and soil amendment work,and planting. (See Weed Abatement section). inches from each other and twelve (I 2)inches from lines of other trades,with the Drain Lines and Catch Basins. exception of the control wire sleeve(s)which shall be installed adjacent to sure t 3.07 MAINTENANCE PART 7 -LANDSCAPE MAINTENANCE J P 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: 2. Reclaimed Water Supply: Provide all materials, labor and equipment necessary for,or incidental to,performing all uPP Y 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. pressure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP including,but not limited to the following: 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 Days. 4.02 Products Maintain all plants and planted areas. ( ) m'P ( 8)� Final Inspection(after maintenance period)- 7 days. A.Nomenclature-Plant names indicated on the drawings conform the"Standard Plant 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 Keep planted areas free of weeds and debris. General Notes: a No joints shall be permitted within the 12" above the sewer or damage sustained on the work of others shall be repaired to its original condition. Prune trees and shrubs. ( ) Pipe P� 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE and City a minimum of seven(7)days prior to the beginning work. names covered therein,the established custom of the nursery is followed. Fertilized all Tants and planted areas. reclaimed water line. It is the intent of these specifications that no joints shall occur below 1.07 Guaranties: P P A. The Contractor shall operate each system in its entirety for the City of Rancho B. Condition-Plants shall be symmetrical,typical for variety and species,sound, Irrigation. the sewer or reclaimed water line,where there is a perpendicular crossing. If that cannot be Cucamonga at time of final observation. Any items deemed not acceptable by the A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn shall be healthy,vigorous, fiee from plant disease,insect pests, or their eggs,and shall have accomplished,the new pipeline shall be encased in concrete for the full length where the Ci of Rancho Cucamonga shall be reworked to the complete satisfaction of the Ci teed from date of final acceptance of landscape construction for ods as Insecticide spraying. City g mP h' 8u eP Pe P� 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-Ciro-Power Plus,and 12-8-8 Gro- All B.The Contractor shall show evidence to the City of Rancho Cucamonga that the City Trees 24"box& larger 1 year topped. 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 1. & smaller 1 year Power Controlled Release Nitrogen,as designated herein,or approved substitute as 8a Y C. Trees and shrubs shall be growing at a recognized nursery in accordance with good AWWA C900 or equivalent. c This criteria does not 1 for a reclaimed water line final site observation can occur. required by the Agronomic soils report. Available from Gro Power(909)393-3744. Pnt' e9 ( ) apply Shrubs All sizes 120 days horticulture practices and shall be of the size and caliper normally associated with the o 0 crossinganother reclaimed water line. d The construction criteria 1 to house laterals B. Ammonium Sulfate: Granular form containing not less than 21 /o nitrogen and 24/o ( ) apply Ground Cover 120 days container sizes specified on Tans. Removal of all tags, labels,nuns stakes and ties sulfur and shall be registered as an cultural miner,with the State ailment of 3.10 SITE OBSERVATION SCHEDULE Pec P $ m7' that cross above a pressure water main but not to those house laterals that cross below a Bedding Plant 120 days � � � A.The Contractor shall be responsible for notifying the City of Rancho Cucamonga in 8 Y 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. 1.Pre-Job Conference-7 Lawn seed 120 days from first mowing Agricultural Code. � (seed) Y $ 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 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 Ci and at the end of the 180-da Maintenance shall start immediately after landscape irrigation and planting. $ P%1 eP�'► by h' Y be replaced at Contractor's expense. Maintain all Tan controller in numerical sequence as shown on the Drawings. 4.Automatic controller installation-24 hours plants and planted areas on a continuous basis as they are installed during the � $s• 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, 5.Control wire installation-24 hours progress of the work,and continue to maintain them until final acceptance of total project. 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 G. Hi Voltage Winn for Automatic Controller: 6.Pressure supply line and lateral line testing-48 hours $ ) �° ( )y Replace any dead or dying plants as directed by the Landscape Architect and City 8h �$ $ notice from the Landscape Architect or City. If dead material is not replaced and planted over two 2 ears. 1. 120 volt power connection to the automatic controller shall be provided the 7.Coverage test-48 hours ( )Y representative. 1O �' 8.Final observation-7 days within the S 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: a irrigation s stem on an established to maintain all plants Contractor.• B.When observations have been conducted other than the Ci of Rancho Cucamonga, Landscape Contractor for all expenses incurred. $ tY Pro$ P P Pan the substitute materials are approved in advance by the City,and are made at no and planted areas in a health condition. Irrigation system run-off shall be k to a 2. All electrical work shall conform to local codes, ordinances,and union show evidence in writingof when and whom these observations were made. B. Construction Materials: The contractor shall guarantee all workmanship and Y g y by $u P 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. contractor shall not call for a site visit without"As-Built"record drawings,without and/or maintenance personnel,shall be restored to its original condition at no cost to project. G. Plants Not Approved-Plants not approved are to be removed from site immediately H. Remote Control Valves: completing previously noted corrections,or without preparing the system for said 1.08 Material and Labor Releases: the Ci Failure of anart of the irrigation s stem shall be brought to the attention ty. y Py and replaced with suitable plants. The City reserves the right to reject entire lots of 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 copies of all plants represented by defected samples. of the City. No repairs other than emergency repairs shall be accomplished without twelve(12)inches between adjacent valve boxes. Install each remote control labor and materials releases for all work performed under Site Development. written permission from the City. valve in a to valve box. CONCRETE SPECIFICATIONS P � 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 PART 1 GENERAL 1.09 Disposal and Clean-up: 1.Plant trees that are to be located in lawn or ground cover areas after finish grades are 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 x elect to remove such concentrations of weeds manually or an I. 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 y Y Y Pa� ) $ $ � ground cover to provide for thorough watering of trees. All planting holes shall be excavated approved herbicide 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. Dunn the course of the work,remove surplus PPro program. $ Y � 8 STP as defined on appropriate details. C. Pest Control: Spray all Tants and planted areas at beginning of maintenance 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 and Pr Y P P program P� up 4.03 Soil Amendments: 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 and as may become necessary thereafter by an approved method of pest control,to Pri P remove all remaining debris and surplus materials upon completion of work, leaving the Soil amendments shall be as recommended in the Agronomic soils report to flush out the stem. Construction is available from: keep all plants and planted areas free of insects and disease. Method shall be reviewed sY premises neat and clean. The site shall be cleaned upon the request of the inspector. 4.04 Trees Stakes: 2. Sprinkler heads shall be installed only after flushing of the system has been BI Building News by the City prior to any applications. Pest Control shall include Gopher control. 3055 Overland Avenue Tree 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 b Landscape Architect accomplished to the complete satisfaction of the city of Rancho Cucamonga. PART 2-EXECUTION P $n y ape 'at start Los Angeles,CA 90034 information. (310)202-7775 2.01 Protection: of maintenance program and continue to prune plants as directed or as may become J. Sprinkler Heads: 1.02 K all plant material delivered to site in a health condition for planting. Plants shall not necessary until the end of the maintenance program. �� Keep P Y P $ 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: 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 burl ed plants shall have toot ball covered with necessary to achieve and overall even appearance. Exterminate gophers and moles; P 8 aPP P Provide all materials and equipment and perform all work necessary for and incidental to 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. A.Furnish and set all reinforcing steel,bolts,and anchors. moist sawdust,wood chips or other suitable material until planting. installing all ground cover and bedding plants,as shown on plans,as reasonably implied,or repair damage. In no case shall the spacing exceed the maximum recommended by the B. Install all items required by other trades which are to be cast into concrete. manufacturer. C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where delineated in the specifications. 2.02 Installation: PART 8-ACCEPTANCE OF PROJECT 5.02 Beddin Plants: applicable. $ 8.01 General: 1.03 Protection Detailed layout of plants within the planting areas shall be performed by Contractor and Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, 3.04 TEMPORARY REPAIRS Upon completion of installation,a maintenance period of a minimum of 180 days for all 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. landscapedareas is required or to final acceptance of the work the Ci The The City reserves the right to make temporary repairs as necessary to keep the sprinkler Barricade shall be laced imediate after concrete finishing. Contractor shall furnish,place Soil excavated from planting holes shall be amended to backfill around trees and shrubs using City. P 1y g P $ 8 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 relieve the Contractor of his responsibilities under the terms 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 eater than 3" in diameter phases of planting installation by the City Public Works Inspector. Maintenance period shall be 8r' established and well rooted in flats or similar containers. adequate to verifyplant characteristics and establishment. 1.04 Clean-up specified. City. Gro Power Plus 5-3-1 15 lbs/ cY 5.04 Mulch: A. Two inspections shall be made that affect the establishment period: The first after all Iron Sulfate 2 lbs/cy Mulch: Shall be of compacted wooP d d chi fiber. 3.05 EXISTING TREES Upon completion of all concrete work and before final acceptance,the Contractor shall plantings have been completely installed in order to approve the beginning of the remove all tools surplus materials,apparatus debris,etc. from the site and the site shall be (To be used for bidding purposes only,verify with Agronomic Soils Test.) 5.05 Coordination: Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all After backfilling,construct a 3" earthen berm to form watering basin around each plant,to establishment period,and the second at the end of the establishment period. If left in a clean neat condition acceptable to the City. $� 8 P A. Do not have plants delivered to the job site until site conditions are ready for planting. are not acceptable at the end of the 180 period,due to defective possible care to avoid injury to trees and tree roots. Excavation in areas where two(2)inch allow thoroughwater-in and establishment. plantings If planting is delayed,keep plant roots moist and place in a sheltered location 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 maintenance,then continue establishment until all work meets with the Specifications around trees and protected from the sun,wind and other damaging elements. and can be approved. 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. except directly in the path of pipe or conduit,shall be tunneled under and shall be heavily PART 1 -GENERAL shrubs. Berms 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, 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 undamaged, and free of infestation. Inferior plantings shall be replaced and brought completing all work,as indicated on the drawings, 5.06 Installation: adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one 1 inch �P g gs,as reasonably implied,or as delineated in to a satisfactory condition before final acceptance of work will be made. All areas J 8 $1i• ( ) � 3.01 Scope of Work: Plant ground cover and bedding Tants in moist soil and ace as indicated on laps. and larger in diameter shall be painted with two coats of Tree Seal or 1. Trenches the Specifications as follows. gr $P P P shall be neatly raked and free of weeds. 8 P • � � A. 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: P P J e t ( ) 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 immediately 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. Existingon-site soils listed as'acc table'under Grading'specification. roots occur shall be done hand. All roots two Z inches and larger in diameter,ex B.Contractor shall provide the Landscape Architect and the City with a list of $ accommodate the mulch) by C ) $ � B. Topsoil imported to site for use as fill,backfill in planters and mounding,shall be 5.07 Protection: directlyin the path of or conduit,shall be tunneled under and shall be heavily with Subcontractors and Material Suppliers expected to be employed during the course of a Pa P� � Y�PP� sandy textured. Silt plus clay content of this soil shall be no greater than 15 /o by Erect temporary fencing or barriers to protect planted areas from damage or to final burl to prevent scarring or excessive drying. Where a ditching machine is run close to trees construction. P Y $ P P $ Pn Pte' $ $ $ C.Contractor shall obtain and keep in force Public Liability and Property Damage weight. The boron content of this soil shall be no greater than 1 part per million as acceptance. Wy 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 [::::: DESCRIPTION OF REVISION DATE I M419001M 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 conformance, 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: CITY 0 F RANCHO C U CAM 0 N GA within twenty-four(24)hours; and where this is not possible,the side of the trenchadjacent 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. in charge of the work. recommendations. 6.02 Quality Assurance: IRRIGATION AND PLANTING A. Adjustment of the S stem: 1.04 Responsibilities and Coordination: J Y A. Permits: The Contractor shall obtain and pay for all permits and inspections required 3.03 Soil Amendments: A.The Applicator of all wend control materials shall be licensed by the State of 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 as specified in the Agronomic Suitability/Fertility soils report California as a Pest Control Operator and a Pest Control Advisor in addition to any SPECIFICATIONS 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. 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. FOR LIVID ANNEXATION 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 make such of work. 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 VICTORIA ARB0RS TRACT 16312 adjustments prior to planting. Adjustments may also include changes in 1.10 .APF 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 nozzle sizes and degrees of arc as required. �fa� 1( Ir M. wlry- 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 v � lU/7/� 3. Lowering raised sprinkler heads by the Contractor shall be accomplished J '' 30 �� from the site except for areas that are to be sodded in which all rock and debris more than 1" APPROVED BY: DATE within ten 10 days after notification the Ci '� � Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape CRY ENGINEER ��j( J������( ,�������/ RCE 24953 ( ) Y by tY• in diameter shall be removed. Architect and City data to demonstrate the compatibility of the weed control materials and 4. All sprinkler heads shall be set perpendicular to finished grades unless �ootWo+oEo otherwise designated on the Drawings. a methods with the intended planting and seed varieties present. Lw ES 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so * e I e * Withers and Sandgren, Ltd. IN that each lateral operates at design pressure. ie �' Landscape Architecture AbOE %T' of co,�� \P CD, X, DNI 3467 Ocean View Boulevard, Suft A L-9 of 14 Glendale, CA 91208 CHEC O Tel: (818) 236-3006 Fax: (818) 236-3066 ORNOM "M LW 09/09/2004 18 9 I - I- PROJECT SHT. NO. OF I CALCIVIC ENGINEERING, INC. pffETNO LIGHTING FIXTURE SCHEDULE SYMBOL LIST (NOT ALL SYMBOLS ARE USED) CONSULTING FNGINEERS t LAND SURVEYORS VEYORS xx 1+0 VIL I STRUCTURAL/LAND StIRVEY04G IONS(626) -tUR 2k FAX D SU 7"-""VEY Pf --- -- - - - - -- - fir-}- - -'"' ELECTRIC SERVICE PEDESTAL P1 THRU P11 S . DESCRIPTION WATTAGELAMPS MOUNTING _ - ___° � sRbRooa 120/240V., 10, 3W NO. WATTS TYPE PROArCT: VICTORIA ABHORS-WINERY CORNICES — Light Pole 100 AMPS MAIN RECTANGULAR AREA LIGHT WITH SPECULAR ALUMINUM 116 1 100 HPS POLE REFLECTOR. TYPE 3 DISTRIBUTION, BRONZE COLOR STRONG BOX MODEL 24SS/240 VOLT WIND = �e r j 13-0 POLE LIGHT — 1- O ` l w ) + --, WITH PHOTOCELL AND GFI RECEPACLE Q I �` + 116 I i�,;� 11 I '� 145'1 at--1- STREET LIGHT -� SPAULDING CM-PM10-5100-Ml-MT(24O)-CS 240V - �1- - c - — — — — — — 0 LIGHT FIXTURE CALL OUT. "A" M�ICATES FIXTURE TYPE, "100" INDICATES WATTAGE • ci FLUSH FLOOR RECEPTACLE WTH COMBINATION BRASS COVER _ —�s SHEET INDEX _ P: �� J r- ) �_�= I DUPLEX RECEPTACLE, WALL MOUNTED +15. TO CENTER OF BOTTOM DEUCE. t M 100A QUADPLEX RECEPTACLE, WALL MOUNTED +15" TO CENTER OF BOTTOM DEUCE. -�-+ Lrot) .�` �- _ + - I 2P L-10 SYMBOL UST, FIXTURE SCHEDULE, DETAILS L-11 NOTES GFI-TYPE RECEPTACLE, MOUNTED IN POLE LIGHT t - - L-12 TRACT 16312 LIGHTING L-13 TRACT 16312 PHOTOMETRICS _ � �l w _ I 100A S _ I L-14 PANEL SCHEDULES HOME RUN TO PANEL LETTER DESIGNATES PANEL, NUMERALS DESIGNATE CHtCUITS. _ 3 _ UG j h�- 2.. 1=1 3 n3 Z - -�- 1 4. 6hl .. I P1 . 1 CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED. - l___ . - . ,- . - . - . - . - . � +_ �__I- - " ►+ _.�t�T�_I_+eta �rbc- �t_-' - - f � — — WIRnVG RUN UNDER FLOOR, OR UNDERGROUND. (1) 2"C. TO I J JUNCTION BOX, MTD ON WALL, FIELD VERIFY MOUNTING HEIGHT " ELECTRIC PULL BOX I a � ' ;;; )Ali _�15 4 �,i,• --- I © JUNCTION BOX OR PUI.I BOX �` � ►��.�-1 ,1 d X1,31.=314 8.i3� r,' iv,1 N +-t- -. cM\ f ELECTRICAL PANEL BOARD AS DESIGNATED, FLUSH MOUNTED r � _ _ s _ Kia �-.a •, s 1 :« E -, � SCALE: ELECTRICAL PANEL BOARD, SURFACE MOUNTED TYPICAL SINGLE LINE DIAGRAM N.T.S. 3 ® ELECTRICAL SERVICE PEDISTAL TELEPHONE TERMINAL BACKBOARD. PROVIDE 1/2"C. - 1 /6 GROUND GENERAL NOTES T CONNECT TO COLD WATER PIPE. t , 1= II I - -� -� X "x" A t ANCHOR BOLTS 10 INDICATES PANELBOARD OR EQUIPMENT DESIGNATION •. 1. _. .. N , _ CONCRETE FOOTING 1. VERIFY LOCATIONS OF METER/PANELS WITH UTILITY COMPANY AND CITY INSPECTOR. "E-100' INDICATES PLAN PANEL SCHEDULE LIGHT FIXTU PER 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR TO EACH LUMINAIRE AND ELECTRICAL PEDESTAL Q PLAN NOTE REFERENCE, NOTES FOR REQUIREMENTS CALCIVIC[ NEERiMQ,INC Tlee: Job. ELECTRICAL LANS SQUARE LIGHT POLE 3. TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR A RESIDENTIAL ENVIRONMENT, LAMP SUPPLIER 2100 PARNELL WAY DOW n Darr.1106AM. 27 MAY 04 4"-6 MUST PROVIDE CORRECT LAMP COLOR AND TEMPERATURE PER SPECIFICATIONS, NO FIELD CHANGES /r TRANSFORMER, RATINGS AS NOTED ON THE DRAWINGS.ALTADENA,CA91001 I I WILL BE MADE WITHOUT CORRECTIONS SUBMITTED AND APPROVED BY THE ENGINEERING DIVISION. PHONE:(a6)7911-2626 ADJACENT se•o•: F FUSED DISCONNECT STITCH - HP RATED IMTH FUSES SIZED PER EQUIPMENT FAX:Tae)Tse-ss.. HARDSCAPE -ore/ -- - —asset Cok,m�-- - - -----�-1 I 4. ORDER ALL LIGHTING FIXTURES AND EQUIPMENT A MINIMUM OF FIVE (5) WEEKS IN ADVANCE MANUFACTURER. k1,9e3.2002ENEACKCEnv»-•+k 1.A-.. ` 1 TOP VIEW BEFORE INSTALLATIONS. Description LiGH' POLE COL O FEEDER DESIGNATION; SEE FEEDER SCHEDULE I 5. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING ELECTRICAL POINT OF CONNECTION WITH IRRIGATION POINT OF CONNECTION. P'"Ste l SeDf 11+'"011 Calculations' an°i�0'""°""C«'t a '"°""'O an01"'""` """� LIGHT 10' 1 PRE-FORMED METAL COVER 70AMP FUSE AND 100AMP SIMTCH, FUSE TYPE AS SPECIFIED Steel Section TS4X4XN4 Fy 46 00 xA. X-X Sitlesway Restra-ney POLE OVER ANCHOR BOLTS Duration Facto 1.330 Y-Y 3Mesway Restrained 70AF/100AS Column IiegM 10 000 h Elastic Modulus 29,000 00 ksl DRY PACK BEN EA 45 DEGREE CAMPHER End Fifty Fbt-Free x-x 12r,bracee 10.000 R Kxx 2.100 C Ce Lk»A ShortAPPROX 1" X 1" Tenn Leal. mbklee Y•Y tlnbraeee 10.000 rt Kyy 2.100 BASE PLATE AIMMAIl4FlS Lo.ee #4 REBAR TIES Axial I 0 09 k Ecc to x-x Axis Moments 0.000 inAPRON-,,,,, +S— —1+ AFF ADM FNI90 FLOOR on GROUND FAULT OR= INTERRUPTER ALL LIGHT L ARE TO BE LOCATED Low Load k CONCRETE =_ _. » » IN COBBLE ADJACENT TO WALK. E«for Axa Moments 0.000 in _I I 4 TO 6 ABOVE GRADE Spon Tem,Load k TELEPHONE BACKBOARD EM EMERGENCY FIXTURE POW"no Ye-'YL((q kxlk nt•) 0133 k 10.000 It ADJACENTT _ _ T NL FINISH GRADE x-x(y CO CONDUIT ONLY NIGHT LIGHT Akmg mon,.•+la) k R I I4 HORZ. TIES Summary se ,,on 5� 4 ',4 Column l Design OK CONDUIT DEPTH PER 0-61 _ _ 1 � 4 UnbrecedLeAAX X-�00pR,OgtY eNO DL- 0.09, LL- 0.00. ST- o.00k. Eoc - 0000k,Wft CURRENT NATIONAL , 1 3 —0 VERT. --�' ` wEATFIERPR00F 0.0.11. UNLESS OTFIERrMSE NO1ED Combined Stress Reltoe �.� y(,_ .DL+LL DL+ST+ru It Chow ELECTR I CAL CODE ) I • - FIROVDE FURNISH, NST4M AND CONNECTED TEL 78SPHME AISC Formula Hi-1 AISC iorrnuh Ht.2 _ _ CONCRETE FOOTING RE RELOCATE DMING WACE KILOWATT AISC FormuM Ht-3 0.00470.0047o.07 0.1003 MLO MAIN LUGS ONLY KVA KILOVOLT AAPS xx Axis:Fe coledLWO ow Es.U-2,K%h>Cc #4 REBAR TIES 1 -6 3/4 X 15 ANCHOR BOLTS (4) AMU AR HANDLING UNIT �c1�-�3s�►c'Q�r_P�.E2•,�K'Lh�Cc " \ �� � slreereS 6ND GROUND CONCRETE APRON 4"-6" MIN. CP CIRCULATING RW X DEGREES KELVIN Allowable 8 Actual Stresses Dean .0 DL LL 5 �L EF EXHAUST FAN Fp Allowable 5.38 kat 0.00 ks� 538 kat 7 16 Ks, � PANEL In Actual 0 03 kill 0.00 ksi 0.03 W D 03 kal 4"-6" ` ADJACENT NOTES: Fb:o ^NowIF3.1) 27.00k9i 0,00 kw 27Wk9i x71i HARDSCAPE 1. ALL REINFORCING AND STRUCTURAL DIMENSIONS TO BE PER LIGHT STANDARD - ---����\� NP HORSE POrIER M ELECTRIC RATER HEATER III xx Actual 0.00 ke' 0.00 ka' 000 kl 318 kat APPROVED STRUCTURAL CALCULATIONS. VOLTAGE DROP A AMPS 2. STRUCTURAL CALCS AND FOOTING DETAIL TO BE PROVIDED CONCRETE _ - CU CONDUMNIG UNIT v VOLTAGE PROFILE SHOWN ON PLANS. SIDEWALK VO Fb:yy Anew[F3 11 17.00 kN 0.00 kei 77.80 kN x.71 W .� 1b yy Actual 0.00 hili 0.00 tial 0.00 kw 0,00 tial ' ,,•.•..,•. /� � �: �_ TVTYPICAL PHASE I�eMkyMu« _ _ F loc DL-LL 5 384 ps, Cm x DL+LL 060 Cb z DNL, 1 00 'y NO OR NUMBER FT FOOT OR FEET F'ey DL+LL 5.384 pal Cm DL+LL Deo co-y DL+LL 1.00 CONCRETE EDCi -- COBBLE AREA F•ex DL+LL+ST 7.161 p« Cm-x DL+LL+ST 1.60 Cb'x DL+LL+ST 1.00 SCALE: AIC SHORT CIRCUITING RATING N FIN -X Axis De 7.161 cm0 a+LL+STMIX Coy DL+LL+BT IM L I GH T POLE DETAIL 2 - SYMMETRICAL AMPS Mak x•x Axis o.Rsctiorl -0.321 in al 10 000 R MSX r-r Axa t3etlett'on o. ESS N.T.S. Oen .��• - I \'\` w Eq 21' ASSOCIATES DOM,10TVIIAL kk41/tkal/e 4 24" 25" \ ' A CALIFORNIA CORPORATION NOUN �2M0`0a� 125 E Bolts Soret. Sldte 150 CALCIVICENcn1EER1Fro,INc Iwo: Job r FRONT MIN. 36--,,, i ONT poem monA Costa (�4j 556-2551 Doer 11:o6AM, z7 MAI a PHOTOCELLCHRIS BRISKORN Door- MIN. 36 TYP LIGHT POLE LOCATION DETAIL SCALE: 2100 PARNELL WAY ,,p,,,,,: FRONCLEATAdcCBACK i-- i LEVEL " "�'aJ01�D0R"1Of�let at01Ra1eeFFus is smarm 2 ALTAOENA,CA!1001 1 PHONE:1626)700-2020 Scope: ' 1 N N.T.S. n 11E OONSUITANT Tn M QiNT AND AN euskloTlEn FOR AN FAX:ton)796 ee4+ OF METER 1 CLEARANCE 1- DAYS. K� THE 1H -, ,,.,-ss1 ,2esk Seel Column eyrse date METER PEDESTAL -- FRONT & SONSTM T AND 111111.1.ME 00IMI AS PART OF THE COPOMTAffft tytaa3 2002 ENERCKC Errrrwirr Soll.wr• c'O-dx Mo.W4 OF ..��"���i. r�eea��•a u u nrx-rw��xx-�-�i��s� Description LIGHT POLE (BASE PLT l I BACK OF Alo AS�M AFIoTHE�T�am OF SENYM ���� A� METER �MrOL�THE cwtT AIMEES to 000E Ftlu 1sT VflW Possin D ,�1 Information - CakaAaMorls are d.algnse to RISC eel Edition ASO and 10»UBC Raquheme ; PEDESTAL AN LAM, t0 O�EfINU Y OR Hoa 11th D M9l1LTANT K40AftE Eso Flet)w ANY DAk1AoC LIA01111Y OR 0007,01CLA101119 RFASO/lAOLE A1TOIrEye' Pa3 AND 0067E OF I:! Mea110 FRpI ANY IIEUSE OR 7s..�-r-e rtsr�rn••xis®ew�-"e.�x�» 1 MOOD CAYM OF THE FLAN! AND ePECIrICA110NS FIM Olt MIAOtl011 Loads Steel Section TS4x4x114 1 THE CLIENT EINOUT 11E PRIM MIOTTEN AUTHMZAT1011 OF 119 Section Long" 4 000 in Axel Load 0.09 k Sect on Width 4 000 m E1�lES0 OR 01PM, OF MERCHANTABILITY AND FITNESS FOR ANY L------------ TAINT MARES NO WMANTES, OBER EVENT 0 POO 94ALL THE TAINT t X-X Axis Mot, 1.33 k-R Flange Thickness 0 250 in LIABLE FOR ANY LOSS CFRO PROFIT ORANY DAMAOBS. m Ph" Web Thickness 0.250 in Pim Length 10 000 in Allowable e"Vegas " ' Plata Wath 10.000 in colcrete rc 2.5000 pe' 48 ;-� Plate Thickness 0.m in Base Plate Fy 36.00 Ila' Load Duration Factor 1 330 PTs etelo L—� CITY Pix Length 30 000 in Anchor 6011 Daft TIME CLOCK 1 SDC Pier Width 29 500 in Dial horn Plate Edge 2.000 r1 DESCRIPTION OF REVISION DATE Belt Count per SAe 2 Tension Capec" 5.500 It I I °°"A`" 0."2 Ilia OF RANCHO CUCAMONGA Summary �,�( I TCI I Concrete Bearing Stre" .esong s[r..s Ole L--� G.F.I. Actual Bearing Stress 117.7 psi CONVENIENCE , SYMBOLS LIST, Allow par ACI318-95.A3 1 Partial eeerino:sone In Tension RECEPTACLE I -03•rc•SaR(A2IAI)•LOF1'906°psi • I FIXTURE SCHEDULE, Allow per AISC J9 2,327.5 plot I Pte ire„ Tlrskn.esON DETAILS Acilual lb 9.587 3 pa I FOR LM D ANNEXATION Max Allow Piale Fb 35,910.0 psi I Tension Bolt Force Bolt Terrien OK j Actual Terlsron 0 818 It Albwabk SSW k +,•1'l''�•••I,n'• ,A ;. }� .'.ti's 'i 'sem I A 00w .',..: • PROVIDE CONCRETE VICTORIA ARBORS TRACT 16312 A ��` •t} "";!=`=r'' FOUNDATION(2800-28 DAYS) AND eR°�ESS/ oQRpfESSlpl� ti.T ;�,��' �'•,•, r, �'A;ti�'t• �• .�',� k1:* PER REQUIREMENTS OF MFR VERIFY A. { . +.''• . ' '•*�' ••i�.•Shtil' 4. EXACT SIZE OF FOUNDATION WITH c y �CQ1�` , u rjBY. ) ZO/ /C � s� MANUFACTURER AND STRUCTURAL APPROVED CITY ENGINEER �lfi� �l���x% RCE: 24953 Uj EV C � ) ENGINEER PRIOR TO ROUGH-IN. -" ' . - » PROVIDE PAD MOUNTED BASE WITH N �I DESIGN aoooMMEN= °` SERVICE CONDUIT 1 C. FUTURE - REFER TO ANCHOR BOLTS EMBEDDED IN /30/06 ,,�°' ' AS REQUIRED PLANS FOR QTY. tf oQ CONCRETE SUPPUED BY PEDESTAL * F �� * Withers and Sandgren, Ltd. UfCh1.\E MANUFACTURER. �,9 fCTR\ aawN P PARE Landscape Architecture OF CAL k"i SW Oosa Vlew ewlevai , sl,Mk A L-10 of 14 SCALE: SCALE: T.1: Cele) xis-3ooe Ce291(�e) �s-sose �►� � LIGHT POLE FOOTING CALCS N.T.S. 5 PEDESTAL ELEVATION N.T.S. 1 10/05/ _L PROJECT SHT. NO. OF