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HomeMy WebLinkAbout1981-L DEVELOPER OWNER STANDARD PACIFIC HOMES A DSCA A C 255 EAST RINCON STREET, SUITE 200 CORONA, CA 92678 FOR C L A A S (909) 372-8500 CONTACT: MIKE WHITE VC 0 A A 30 S 0 - TRACT 16374 L . M M . D . N0 . 2 VICINITY MAP GENERAL NOTES SHEET INDEX L - 1 TITLE SHEET Al. 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L - 2 CONSTRUCTION PLAN LANDSCAPE ARCHITECT AND THE CITY. � L - 3 CONSTRUCTION PLAN ,tz�(/ 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 4 CONSTRUCTION DETAILS 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 5 CONSTRUCTION DETAILS ^h SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L - 6 IRRIGATION PLAN 210 FREEWAY 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - 7 IRRIGATION PLAN DAMAGE INSURANCE AS REQUIRED BY LAW. L - 8 IRRIGATION DETAILS 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L - 9 TREE PLANTING PLAN BASELINE RD. 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 10 TREE PLANTING PLAN 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL CHURCH ST. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 11 SHRUB / GROUNDCOVER PLANTING PLAN 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L 12 SHRUB / GROUNDCOVER PLANTING PLAN FOOTHILL BLVD. HAVE BEEN APPROVED BY THE CITY ENGINEER. L - 13 PLANTING DETAILS 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 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) PROJECT WIDE FLAT AREA AT THE TOE OF SLOPE. L - 15 IRRIGATION AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) SITES 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL 10 FREEWAY CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW W GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL LLL 0 y REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER > COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. Q Q m Q Y Q 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. Uj Y W Q11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. Uj Q J Q� 0. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: = J U * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS 0 W NOT TO SCALE * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS 0 F-- * BETWEEN CIN—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS U_ * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS E IN THE 13 MEANDERINFIELD, ANDGAD USTED AS YN NSIDEALK ECESSARY TO SHOWN,EET F E DONCEPTUAL ONLY.CONDITIONS AS APPROVED ABYOTHEHPUBLIIC WORKS KALK LAYOUT INSPECTOR ANDL BE PROJECTD PLANNER, CONSULTANTS MAINTENANCE RESPONSIBILITY MAP PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANSE FURNISHED TO THE CITY INSPECTOR. CIVIL ENGINEER: UTILITIES / ELECTRICAL CONSULTANT: STRUCTURAL ENGINEER: * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL B - — * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. RoHE * PUBLIC TREES ARE TO BE PLANTED PER PPUBLIC MPROVEMENTNPLANS ONLY. MDS DIVISION. MDS CONSULTING BJ PALMER AND ASSOCIATES CALCIVIC ENGINEERING, INC. 17320 REDHILL AVE., SUITE 350 27122-A PASEO ESPADA, SUITE 921 2160 PARNELL WAY LMD AREA DIAL BEFORE YOU DIG IRVINE, CA 92614 SAN JUAN CAP I ST RAN 0, CA 92675 ALTAD E NA, CA 91001 t-800-227-2600798-2828 FATLEASTTWO (949) 251-8821 (949) 487-2555 (626)NTACT: STAN MORSE CONTACT: BRUCE PALMER CONTACT. IVAN CHILI P ALY IT SAFERKING DAYS PRIOR TO W I � il YOU DIGI EXCAVATING WINERY DRIVE SERVING NINE SOUTHERN CALIFORNIA COUNTIES pAR COMM LANDSCAPE QUANTITIES CVCA �O O I i '�� A TRACT 16374 TRACT 16374 I II z I I \\ TOTAL SQUARE FOOTAGE: (CORNER OF VPL&BASE LINE RD. 'LOT C (NOT SUBJECT TO MIN.40% I 1 I jII LMD AREA COBBLE/HARDSCAPE) COY TOTAL ACRES: 0.19 0.281:4 DESCRIPTION OF REVISION DATE >a !; TOTAL NON-MEDIAN LMD AREA: 8212 sf 12394 sf CITY OF RANCHO C U CAM 0 N GA W / LANDSCAPE AREA: 2893 sf 7615 sf O O HARDSCAPE (INCLUDES COBBLE AND SCHOOL / PARK 3576 sf 4779 sf(Cobble Only) TITLE SHEET SIDEWALK OVER 4 WIDE): 1743 sf 0 sf BALANCE OF SIDEWALK AREA: [—� �' \, COBBLE / HARDSCAPE PERCENTAGE: 55.3% 38.6% N--1 W � � � ' ! I , FOR LMD ANNEXATION 1 TREES: MAGNOLIA GRANDIFLORA'ST. MARY' 14 0 VICTORIA ARBORS TRACT 16374 LIQUIDAMBAR STYRACIFLUA 2 18 Dscap Oil 0 �I,� j I '' 'i!I PISTACIA CHINENSIS 2 0 � 0 10 � �. wirH� �y APPROVED BY: DATE: 0 I( O I j RHUS LANCER c �� �'� CITY ENGINEER RCE: 4953 'i, 01 Z I NOT TO SCALE U_ 11) �,� Y�� /, a DN, PN Withers and Sandgren, Ltd. a0 L G MER R. * en L-1 Of 15 wel a * Landscape Architecture P o DN 3467 Ocean View Boulevard, suit. A -- Glendale. CA 91206 OF ' � Teh (616) 236-3006 rax: (616) 236-3466 Lw 3/10/2005 0I PROJECT SHT. NO. OF �- CONSTRUCTION LEGEND ' C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS �'— CENtERLIN � �- C - 2 STREET LIGHTING PER STREET IMPROVEMENT PLANS �` — E°F_aasEu_Roao 99k-r' -' ---__ C - 3 COLORED CONCRETE BANDING IN MESA BEIGE (PRODUCT# C-12), FULL STRENGTH, `� — --_� _ — —� LIGHT BROOM FINISH, BY L.M. SCOFIELD COMPANY (323) 720-3000, SEE DETAIL A, SHEET ---- - + -- ---- -_ _ 10 I +00 102+C0 1 ❑+00 L-4. �� --------- - - - - — - -- - --9 - - - - - - - - - - - - - -- C -4 CONCRETE PAVING IN SOMBRERO BUFF (PRODUCT#C-25), HALF STRENGTH, MEDIUM BROOM FINISH BY L.M. SCOFIELD COMPANY (323) 720-3000, SEE DETAIL A, SHEET L-4. a. C - 5 STUCCO FINISH SEATWALL WITH CONCRETE WALL CAP, SEE SHEET L-4 - DETAILS D AND E. BASE LIN E ROAD STUCCO COLOR: LA HABRA X-434 (FALLBROOK); FINISH: SAND WITH MINIMUM OF 4 GRADES; ADD ACRYLIC ADDITIVE TO FINISH COAT; MINIMUM 3/4" THICK MORTAR BASE; INSTALL PER MANUFACTURER'S SPECIFICATIONS/ RECOMMENDATIONS. �° ; C - 7 C -2 TYP. C - 6 TRELLIS WITH EL DORADO STONE VENEER PILASTERS AND TUBULAR STEEL OVERHEAD. C - 5 C - 3 C - 1 TYP. LIMIT OF WORK EL DORADO STONE PATTERN: LUCERA HILLSTONE WITH OVERGROUT TECHNIQUE. 5• ��� SECTION B-8' ,, SEE SHEET L-4 CONTACT EL DORADO STONE FOR DISTRIBUTOR, 800-925-1491. SEE DETAILS ON SHEET RAMP PER STREET N i I ,, �1- <, f� - - .; - - r _ _.__..._ C - 7 TREE WELL. SEE DETAIL H, SHEET L-8 AND DETAIL D, SHEET L-13. IMPROVEMENT PLANS ----- _______ ____._ --__ _ _._.- ___ _ . ____. _-_-_ -- _-- ,.- — C - 8 DRAIN, SEE SHEET L-4, DETAIL F, NOTE NUMBER 1. BUS BAY _ P. C - 9 DRAIN LINE, SEE SHEET L-4, DETAIL F, NOTE NUMBER 2. _ I_ � �,- � — — — — — — — — — — — — — — -START OF PATTERN — _ __ r, — — — — — — — - MEASURED F r,, ,n �w'4 �, �� v� ; Tri — — _ _ _ _ _ _ I C - 10 DRAIN OUTLET TO CURB, SEE SHEET L-4, DETAIL F, NOTE NUMBER 3. INTERSECTION OF �� CENTER uNEs '` .�. �� Br j i j H I C - 11 CONCRETE MOWCURB PER CITY STD. DETAIL 534. (SEE DETAIL B, SHEET L-4). CONCRETE MOWCURB ON ALL EXPOSED EDGES OF COBBLE AGAINST PLANTERS (SEE - -- -- - - - - - �SNEE � DETAILS B & C, SHEET L-4). „s _ _ C - 12 RIVER WASHED GRANITE COBBLES PER CITY OF RANCHO CUCAMONGA STANDARD DETAIL z A C - 3 TYP. 542 (SEE DETAIL C, SHEET L-4) C - 4 TY P.--1- ` EXISTING WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA ARBORS TRACT P.a NO. 16312-163 4, 16369-16374" BOULDER SCHEDULE — CL ! Q LIMIT OF WORK r i' REFER TO DE SHEET L-4 AIL E, ` 00 CONSTRUCTION DETAILS FOR GEOMETRIC CONTROL AN LAYOUT OF THE PLANTERS, O 3' DIAMETER BOULDERS = O V ® = 2' DIAMETER BOULDERS SEATWALL AN TRELLIS. > C - 1 TYP. � STREET R.O.W. ( = 18" DIAMETER BOULDERS RUNS ALONG WALL 1 REFER TO VICTORIA ARBORS BOULDERS ARE NOT TO BE HIGHER THAN 24" CFD 2001-01 PLANS ABOVE GRADE, SEE DETAIL D, SHEET L-3 FOR C --2]TY P. CITY DWG. # 1877 COBBLE / BOULDER INSTALLATION. \ i - II KEY MAP TRACT 16374 DRAINAGE /TREE PLANTING COORDINATION NOTE: 1 �SELI�R040 99.+ CONTRACTOR TO LOCATE DRAIN AWAY FROM THE UNf CENTER OF THE TREE WELL TO AVOID THE TREE'S RD, ----- —_ _ _ ROOTBALL AND A MINIMUM OF 8" FROM THE EDGE ----- —__ _ OF PAVEMENT. INSTALL TREE CENTER AND PLUMB - IN TREE WELL. — W Z f 1300.10 TO C - 8 g 1298.90 INV L S = 0.0060 o C - I uoa La CD �I 182 1300.20 TG i , I 1298.79 INV ' i I � S = 0.0060 C - 9 18.8 1299.10 TGC - 8 NTS 1298.67 INV ❑ ❑❑ j S = 0.0060 C - 9 � � �' � DESCRIPTION OF REVISION DATE - \ CITY OF RANCHO CUCAMONGA 1299.20 TG C - 10 ' 1298.57 INV , �' CONSTRUCTION PLAN ❑❑ FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS I 1-800-227-2600 TRACT 16374 o I ' i I i� D �,NDSOAPF APPROVED BY: DATE: '/ , PLAY IT SAFE. WORKING DAYS J ��° �' CITY ENGINEER RCE: 24953 DIAL BEFORE PRIOR TO DESIQN YOU DIG! a EXCAVATING 9naur DN, PN 0 10' 20' 40' * A are * Withers and Sandgren, Ltd. SERVING NINE SOUTHERN CALIFORNIA COUNTIES s 0 \P ORAD 9 JK Landscape Archifecfure P L-2 of 15 TRACT 16374, PLANTER DRAI NAGE �lF 3447 AGI Glendale. CA 9,00• SuHe A 1' = 20' OF CAS\� C T.I: (ata) 236-3006 ram (ala) 236-3066 Q/ Lw 3/10/2005 1 U PROJECT SHT. NO. OF 5��00 C - 1 TYP. EXISTING ;Z+�0 53+00 J4 -- --- --- -- LIMIT OF WORK fi--- - - - --o- -- - - - - - - } - - - - - - - 1 - - - - --T-- - - - - — - ------ SECTION D-D' —�- - o SEE SHEET L-4 C - 2 TYP. D C - 12 TYP. C - 12 TYP. C - 12 LIMIT OF WORK EXISTING CONDITIONS. REFER L C - 1 TYP. SECTION C-C' SEE SHEET VICTORIA PARK ANEEXISTING EXISTING TO VICTORIA ARBORS CFD I' v:V 2001-01 PLANS C CITY DWG. # 1877 ocy) �� C 11TYP. �J oc c c a a oa , �-7-P W I A _ ' ` - - ti - - �;t 1 �u G� 0 ,u 0� Gam: _ rc c rc r c r 0 IN �i C - 11j � _ nc _ -► Q 0 � � l' I G Q �� a`� Cc p � � W � ,r, �� ro -0 zt Cly 't+� � � �: � OoG r J � c0 s • .. �' � I 1 I I � 3� F- G O _— '` �� ,4- U p - �C) i� U � � �.r �_ - - ( I l � r -� r -+ i _ 1 � � � C � • � � 1 ——— — — — • l _ • • _ L .. — — - 0. _ �— • — •— — - � — IF •_ • '— — 0 - _ _ — - s W 0� 0 0 c0 1 Cn I. - � I 0Q I I 45 f r3 w 5 5 5 5 8 4 4 16 r4 4 r5r 5r +_— f r f •r 2 r 4 49 51 5r r » 51 51 . 5 51 II r sI r » 5r 45 r-r 7-3» 20r-8» 13r 8 59r-8w52r r W 7-3w 9-3w 31r 14r-3 49-9 10,_8. 0-8» 13r-9 HC �w � I ` 1 1 1 `t l WALL LOCATION (TYPICAL) - SEE "WALL z i I II ( I 1 � o I O i t TRACT N . STREET R.O.W. 1 1 I PLANS VICTORIA ARBORS RAC 0 i J 16312-16314, 16369-16374 1i i RUNS ALONG WALL 1 TRACT 16374: LOT 'C' KEY MAP I PARK / SCHOOL I \ CONSTRUCTION LEGEND C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS j C - 2 STREET LIGHTING PER STREET IMPROVEMENT PLANS . C - 3 COLORED CONCRETE BANDING IN MESA BEIGE (PRODUCT# C-12), FULL STRENGTH, LONG-MEApOW LIGHT BROOM FINISH, BY L.M. SCOFIELD COMPANY (323) 720-3000, SEE DETAIL A, SHEET L-4. - - I I, C - 4 CONCRETE PAVING IN SOMBRERO BUFF (PRODUCT#C-25), HALF STRENGTH, MEDIUM — -� BROOM FINISH BY L.M. SCOFIELD COMPANY (323) 720-3000, SEE DETAIL A, SHEET L-4. � , I C - 5 STUCCO FINISH SEATWALL WITH CONCRETE WALL CAP, SEE SHEET L-4 - DETAILS D AND E. STUCCO COLOR: LA HABRA X-434 (FALLBROOK); FINISH: SAND WITH MINIMUM OF 4 GRADES; ADD ACRYLIC ADDITIVE TO FINISH COAT; MINIMUM 3/4" THICK MORTAR BASE; INSTALL PER MANUFACTURER'S SPECIFICATIONS/ RECOMMENDATIONS. DESCRIPTION OF REVISION DATE C - 6 TRELLIS WITH EL DORADO STONE VENEER PILASTERS AND TUBULAR STEEL OVERHEAD. EL DORADO STONE PATTERN: LUCERA HILLSTONE WITH OVERGROUT TECHNIQUE. CITY OF RANCHO C U CAM 0 N GA L CONTACT EL DORADO STONE FOR DISTRIBUTOR, 800-925-1491. SEE DETAILS ON SHEET BOULDER SCHEDULE CONSTRUCTION PLAN C - 7 TREE WELL. SEE DETAIL H SHEET L-8 AND DETAIL D, SHEET L-13. C - 8 DRAIN, SEE SHEET L-4, DETAIL F, NOTE NUMBER 1. 0 = 3' DIAMETER BOULDERS FOR LM D ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS C - 9 DRAIN LINE SEE SHEET L-4 DETAIL F NOTE NUMBER 2. ' ® = 2' DIAMETER BOULDERS 1-804-221-2600 TRACT 16374 C- 10 DRAIN OUTLET TO CURB, SEE SHEET L-4, DETAIL F, NOTE NUMBER 3. D Q D SPE q = ' �� r"mss �� ���� • / ,O C - 11 CONCRETE MOWCURB PER CITY STD. DETAIL 534. (SEE DETAIL B, SHEET L-4). o 18" DIAMETER BOULDERSM. `"l3APPROVED BY: DATE: � ejo �� CfTY ENGINEER ��C,�L(�l � ,�� RCE: 4953 CONCRETE MOWCURB ON ALL EXPOSED EDGES OF COBBLE AGAINST PLANTERS (SEE PLAY IT SAFE. AT LEAST TWO DETAILS B & C, SHEET L-4). DIAL BEFORE WORKING DAYS DOW FMOOMMENDEID BOULDERS ARE NOT TO BE HIGHER THAN 24" YOU DIGI PRIOR TO v EXCAVATING is"�r n< ON, PN C - 12 RIVER WASHED GRANITE COBBLES PER CITY OF RANCHO CUCAMONGA STANDARD DETAIL ABOVE GRADE, SEE DETAIL D, SHEET L-4 FOR 0 10' 20' 40' * e ew * Withers and Sandgren, Ltd. 542 (SEE DETAIL C, SHEET L-4) COBBLE /BOULDER INSTALLATION. D �'� Landscape Architecture P SERVING NINE SOUTHERN CALIFORNIA COUNTIES ST a ON, JK 3467 Ocean vlew Boulevard, Suite A L-3 of 15 '9T \Qpc�� Glendale, CA 91206 1 w = 20' OF C'p`\' CHECKED Tel: (616) 236-3006 Fax: (616) 236-3066 'ORM" NM LW 3/10/2005 PROJECT SHT. NO. OF COLORED CONCRETE BANDING. SEE STREET IMPROVEMENT PLANS FOR FINISHED GRADE.COLOR AND FINISH PER PLAN. TYP. SLAB REINFORCING#4 CONTINUOUS MORTAR EVEN WITH FLAT SIDE UP ON CONCRETE CHAIRS.VERIFY WITH CASE 1 CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. SOILS ENGINEER DURING SUBGRADE EVAL. /r COBBLESTONE // SIDEWALK EXP.JOINT TYP. FILL VOID WITH APPROVED ELASTOMERIC 3 04 COMPOUND,COLOR TO MATCH CONC. SEATWALL 30" 4 _J �) �, A 4 COLORED CONCRETE PAVING WITH#3 ON TC VICTORIA PARK LANE T CORNER PLAZA HARDSCAPE PLANTING AREA CORNER PLAZA HARDSCAPE PLANTING AREA SIDEWALK TC CBUS STOP LANE BASELINE ROAD TC • 4 ..4 A a a , • 4 4 4 CONCRETE CHAIRS,24"O.C.,EACH WAY. VARIES VARIES 1 COLOR AND FINISH PER PLAN.SEE CIVIL VARIES VARIESVARIES VARIES 6' 1' 3" MINIMUM CONCRETE BED PLANS FOR FINISHED GRADE. 22' TO 25' S TO 95 �-- - - - - - UNDERNEATH COBBLESTONE TRELLIS 2, - - - �- - - - �- 3 CASE 2 BOULDER PER STD 542-A RADIUS FIRST RPE SECONDRII POUR FIRST POUR 14' ES VARIES 3 (LOCATE PER PLAN) 3' MIN. SOIL DEPTH AT TYPICAL € I V, „ EDGE OF COBBLE COBBLESTONE 5. r MIN. CONCRETEMINIMUM -) ( I L I I I i,I ISI I I I I ( 17-1-1 ( _ � 1 (- CASE 3 --i SRI 24"--i 8' �--- #3 x 18"DOWEL,CENTERED AND LOCATED 2.0% MORTARED STONE SWALE 24"O.C. WITH CARDBOARD OR PVC SLEEVE ON 2" MAX. EXPOSED END BEFORE SECOND POUR. 11 11 fikll� 2.0% _ r DEPTH- 7 ,� 4" 95%COPACTED TL ° 'rY PER SOILS REPORTUBGRADE OR LEGEND: SIT r m . . FINISHED GRADE AT PLANTING AREA,WHERE 1. POURED-IN-PLACE CONCRETE CAP FOR SEATWALL. SEE SHEET L-4, 4" CONCRETE BED CONCRETE CURB APPLICABLE PLANTER DRAINAGE PROVIDED HARDSCAPE DRAINAGE PROVIDED DETAIL D. COLOR: NATURAL GREY. FINISH: LT. SAND BLAST. COBBLESTONE BENEATH COBBLE /If PER PLAN, SHEET L-2 PER CIVIL STREET AND DRAINAGE 2. 1-1/2" RADIUS ON ALL EDGES OF CAP (TYP.) PROVIDE ON-SITE SAMPLE FOR APPROVAL BY AND DETAIL H, SHEET L-4 IMPROVEMENT PLANS 3. 8"X8"X16" CMU BLOCK, SEE SHEET L-3, DETAIL F. 2' MIN. 4' MAX. RAD. CITY REPRESENTATIVE/INSPECTOR PRIOR 6 / TO INSTALLATION. 4. THREE #4 BARS, CONTINUOUS HORIZONTALQ CURB & GUTTER SEE DETAIL FOR 8 PCC MOW CURS INSTALL ALL CONSTRUCTION JOINTS TRUE OBTAIN APPROVAL OF FORMS BY CITY 5. #4 BAR, ALTERNATING BEND, 24" O.C. PER CITY STD. 534 END CONDITION AND STRAIGHT, SEE PLAN. REPRESENTATIVE PRIOR TO PLACING ANY 4 4 CONCRETE. PLANTER (H) SECTION A-A E CONCRETE WALL CAPAR S' 4 a a A CONCRETE PAVING & , BANDING 4 . , 4 SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES (TYP.) TC TC TC L.O.W. PLINVERT PER PLAN 3' MIN. / 4' MAX. RAD. RISER AND ATRIMUMUM GRATE OVE 4' DRAIN 3/4'ABGUTTER G EXISTING 1,D� f.G.=� FLOWUNE » EXISTING EXISTING PLANTING AREA/ 2x 6 PCC MOW CURB CONCRETE HEADER - 1/2" RADIUS VICTORIA PARK LANE PARKWAY SIDEWALK COBBLE PLANTING AREA COBBLE PLANTING AREA y _• PER CITY STD 534 EXPOSED EDGES AND FINISH PER PLAN 6' 6' VARIES VARIES VARIES VARIES - -- 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE REFER :_�: COBBLESTONE CFD toot Lot 4' SDR 35 W HARDSCAPE 2" IN PUNT-90 CROSSINGS) 7 (CITY DWG. 1877) 6" OR 8" 1 2 �3CURB DRAIN DETAIL EE NOTE FINISH GRADE o N.T.S. N II=III-11 III-III-1 CD EXISTING CURB 24 IRISER D ATRIUM GRATE IV DUN NDS-9* OR WALKEND CONDITION '1.01 MW. 1.07 MIN° 4' SDR 35 NOTES: - I 3RE-BAR CONTINUOUS OD($� �..A�.CJG•t7 1. CONCRETE CLASS 520-D-2500. I I I-i I I-i I i- UNLESS OTHERWISE INSTRUCTED) 6' WALL �� .. . � .� - d d 2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: INVERT PER PLM BASIN BOULDERS: MAX. 3'0" - MIN. 2'0" SIDE 1 2 4 DRAIN DETAIL 3. BOULDERS SHACOBBLESTONES: L HAVE 0/3 EMBEDMENT, COBBLES SHALL HAVNE E 2I /3EMBEDMENT N.T.S. 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. t PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK" IS ALLOWED) 5. A SAMPLE AREA, MIN. 40 SQ. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO d PROCEEDING WITH REMAINING ROCK WORK. S. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. CONSTRUCTION N0TES & ESTIMATED QUANTITIES 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE NOTES: IRON CONTENT. 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION II 8. ALL COBBLE STONE AREAS SHALL HAVE 8"x8" CONCRETE HEADER AS AN EDGE AT PLANTING. JOINTS AT 20'-0" O.C. .�� 1 INSTALL NDS N0. 90 RISER AND ATRIUM GRATE III I r T T� I ' . -� 1 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MIN. AT ALL TIMES 2. 8" WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY- 2.0% I 33 X _�' tT 20-- INSTALL 4" DIAM. SDR 35 DRAIN PIPE WITHIN THE R.O.W. MAINTAINED TURF. • �� Q� I I - 3a- CONSTRUCT CURB CORE FOR 4" DRAIN PIPE PER DETAIL ABOVE 3. CONCRETE TO BE 520-C-2500 MIN. CONSTRUCT CORE INTO BACK OF CATCH BASIN FOR 4" DRAIN PIPE PER DETAIL ABOVE 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. I SECTION C-C F PLANTER DRAINAGE C GRANITE COBBLE - STD* 542 B MOW CURB - STD. 534 OF 2'-6" TC TC TC L.O.W. PL EXISTING 1. 2' � ��, DIAL BE�OG�E26�OU DIG EXISTING EXISTING PLANTING AREA/ VICTORIA PARK LANE PARKWAY SIDEWALK COBBLE PLANTING AREA COBBLE 6' 6' VA IE VARIES VARIES 4. REFER TO 2. a ' CFD 2001-01 3. I I `j AT LEAST TWO atur (CITY DWG. 1877) 5. .! 6. PLAY IT SAFE. WORKING DAYS G� C DIAL BEFORE PRIOR YS * ewai ate YOU DIG! to 6 TC TC PL o EXCAVATING sr ate �P G� BASELINE ROAD BUS BAY SIDEWALK PLANTING I I- I =) I i=) I I ° d ° ATF OF CAL���� VARIES VARIES 6' 3' a - - - p� SERVING NINE SOUTHERN CALIFORNIA COUNTIES Z 9. �W � O 6' WALL o $. � -� • I I- I - DESCRIPTION OF REVISION DATE Uli 10. ` U ` ° I -1 ) II ' CITY OF RANCHO CUCAMONGA woo° d�Cd 3 LEGEND: - v � 6' WALL d `4e 1. POURED IN PLACE CONCRETE CAP, SEE DETAIL G, SHEET L-3. CONSTRUCTION DETAILS d � �1�) 2.0% 2. 8"x8"x16" CMU BLOCK, GROUT ALL CELLS SOLID. FILL CENTER VOID WITH SLURRY. 3. ELASTO-DECK BT TYPE II WATERPROOFING MEMBRANE BY PACIFIC POLYMERS =j INTERNATIONAL, INC. (714) 898-0025, WHERE SOIL WILL BE ADJACENT TO WALL. FOR LM D ANNEXATION or I INSTALL PER MANUFACTURER'S SPECIFICATIONS. NON-POLYSTYRENE PROTECTION BOARD MUST BE USED PRIOR TO BACKFILLING. VICTORIA ARBORS TRACT 16374 + ° 4. SEATWALL WITH STUCCO FINISH. CUSTOM COLOR. LANDSCAPE ARCHITECT TO °;• d APPROVE SAMPLE. STUCCO BY LA HABRA PRODUCTS, ANAHEIM SALES OFC. (714) 774-1186. APPROVED BY: DATE: } 5. EXPANSION JOINT. SEE DETAIL A, SHEET L-3. CITY ENGINEER RCE: 24953 2.09 T- _I I I' I 6. CONCRETE PAVING PER DETAIL A. SHEET L-3. FINISHED GRADE PER CIVIL PLANS. • 1=�=T 1=1 - I 1T - ire -fi DESM 7. CONCRETE FOOTING. ,.W Il►=' �' 8. 3-#4 TIES, CONT. HORIZ., AT 12" O.C. 3" CLR. FROM BOTTOM OF FOOTING. DN, PN I � 9. #4 BAR, ALTERNATING BEND, 24" O.C., 3" CLR. FROM EDGE OF FOOTING, TYP. DRAWNWithers and Sandgren, Ltd. 10. 95% COMPACTED SUBGRADE. Landscape Architecture P L-4 Of 15 3467 Ocean View Boulevard, Sutfe A J SECTION D-D G SECTION B-B D SEATWALL T.F. (816) 236-30fax 8) 236-3066 DRAWWQ f' I'W 3/10/2005 l 81-L PROJECT SHT. NO. OF PLANTER TRELLIS - 1. 2• 4• I 1 2 ' - I SECTION PLAN EQ. EQ. 1• 3• l 2. 4• D 1 . 2. 2. D W W W W W 1 Q C ' 5. - (n a a1-5. 3. �• � W W W W W W Y W I � I • 3• NOTE. DO NOT USE Uj U. W W W W W W W W W W W - MOLD RELEASE MATERIAL ; 4• Y ✓ W W W W W W W W Y W W Q D t C 6• ,A0 W / W Al W W W W W W W W W W W W ^'� ° v ON CONCRETE FORM IN r ' - �" W W W W W W W W W W W W W W CL AREAS WHERE STONE i 2 ° V I �' 0 lr W W W • W W W W W W W W W W W W Q EN EER W LL BE 5• i TR W W W W W W W W W W W W W W W W W �W W W W W W W `�40 W W W `�� `' LL MORTARED TO �'"I j�:� -SEE E // _ TREES-- 9. 7. 5. 0 I CONCRETE. _ '.. 6� S• ' LEGEND: U O W W W W W W W W W W W W W W W W W W W 1. EL DORADO STONE VENEER, SEE DETAIL A, SHEET L-5 Q v i J•- JW W W W W W W J W W W W ____V- i W 2. CONCRETE PILASTER .� r •': +':� a W O01a. W AL�IGN� -�---_ y y A (GN y y •y f 3. 4" 0 METAL SUPPORT POST _ . y W W W W W W \ W W W Y W W y 4. 12x8x12 CMU, SEE DETAIL A, SHEET L-5 FOR PILASTER SECTION W W W W tea.- W W Y W W • W W 5. 10"x10"x Y2" METAL LEVELING PLATE WELDED TO BOTTOM OF POST, Y4» ` �•' J O ,� I W W • - W W W W \ W �...,�. W W i FILLET WELD ': ' �� W 00 6. #4 BAR, 24 O.C. j o V I 7. 43'a" ANCHOR BOLTS, EMBED 9" MIN. i1I > i W W J W W W W W W W W W W 1 0 ff Cr- ', y y y ''y y y y Q j` 8. Y2 DRY PACK BELOW PLATE ' z, 6• CL ARC B CL ARC A / W W • W /W W W W W W y\\\W W W W Q C) 9. CONCRETE FOOTING, SEE DETAIL A, SHEET L-5 ' n- I ff � ( 0 R29P-6" � i R21 W W W W W W O W W W W W \ C l I 8. / � / \ � W W W •\ W Y W \� \ l I � 9• CL ARC c \ - WWW W W W B PILASTER BASE PLATE 4, a / SECTION Pl1WI_ / I� ! n °. . . iii III ili III 11 . 3 1 -6 3 + ! I)h�{IIlIII�_!Il��_�. I =1iI !I • � ' ' `e• as • • a .e .° °•. 11 --III Ili d 0. C na a III I • , I III-- a n A A 1 I 1 8" '�' � = ! � a: . • . . ° .q • \ / VTI 2 2 - / 1111 1lli1li� �i� 12. \ / 3 - a V-13" 1 ,_6» - - - - - - 1/2" RADIUS - ., N 6 4 1 . TS OVERHEAD TRELLIS, SEE DETAILS E & F, THIS SHEET. 2. CONCRETE PILASTER CAP, SEE DETAIL C, SHEET L-5. 1 . CIRCULAR PLANTING AREA AT GRADE. SEE PLANTING / 4 T YP 1. TS 8x12x1/4 FIELD WELDED TO STEEL PLATE. 3. EL DORADO STONE VENEER, TYPE PER CONSTRUCTION PLAN, SHEET L-2, PLANS, SHEET L-11 • / / 2. 12x12x3/8" STEEL PLATE FILLET WELDED TO TOP OF POST ON MORTAR SETTING BED PER MANUFACTURERS RECOMMENDATIONS. SET 2. TREE WELL, SEE PLANTING PLANS, SHEET L-9 & / - 3. P.I.P. CONCRETE PILASTER CAP, COLOR: NATURAL GRAY, FINISH: VENEER AT A BATTER RATIO OF 1 :12. L-11 . ( LIGHT WATER WASH; WITH 4-1/4" 0 HOLE AT CENTER FOR 4. 12x8x12 CMU COLUMN, GROUT ALL CELLS 3. STUCCO FINISH SEATWALL WITH CONCRETE CAP. SEE 1 _ , , SUPPORT POST. 5. 4" 0 STEEL SUPPORT POST, SCHEDULE 40 SHEET L-4, DETAILS D & E. - - - _ _ _ - - 4. 4 0 STEEL SUPPORT POST, SCHEDULE 40 6. #4 BAR, 24" O.C., ALTERNATING BEND. 4. EL DORADO STONE VENEER PILASTER WITH 5 5. EL DORADO STONE VENEER, TYPE PER CONSTRUCTION PLAN, 7. STEEL PLATE WELDED TO POST, ANCHOR BOLT TO FOOTING, CONCRETE CAP. SEE SHEET L-5, DETAILS A, B, C & SHEET L-2, ON MORTAR SETTING BED PER MANUFACTURERS F. 6 RECOMMENDATIONS. 8. EXPANSIOSEE N JOINT,E EE DETAIL A, SHEET L-4. 5. TS 8"x12"x14" BEAM, CURVED AS SHOWN AND 6. 12x8x12 CMU COLUMN, SEE DETAIL A, SHEET L-5 / 7. WELD. GRIND ALL WELDS SMOOTH. REMOVE SLAG AND SPLATTER. 9. FINISH GRADE PER CIVIL DWGS. CENTERED ON CONCRETE PILASTER CAP. SEE SHEET L-5, DETAIL E. 8. #4 BAR. 10. CONCRETE FOOTING 6. TS 6"x12"x1 4" CROSS MEMBER FIELD WELDED TO 11 . FIVE #5 BARS, HORIZ. BOTTOM OF FOOTING EACH WAY / 12. 95� COMPACTED SUBGRADE TS BEAM. SEE SHEET L-5 DETAIL E. (E) CORNER PLAZA LAYOUT PLAN SCALE: 1 " = 4'-0" C PILASTER CAP A STONE VENEER PILASTER 1. TS 6"x12"x1/4" CROSS MEMBER, ALIGNS ON RADIUS PER PLAN, SEE SHEET L-5, DETAIL E DIAL BEFORE YOU DIG 2. TS 8"x 12"x 1/4" BEAM, CURVED PER PLAN AND CENTERED ON CONCRETE CAP, SEE SHEET L-5, DETAIL E. 1-800-227-2600 " p� 9 3. CONCRETE CAP, SEE SHEET L-5, DETAIL C. ��� M• W'TRs tia 4. STONE-VENEER PILASTER PER CONSTRUCTION PLAN, SHEET L-2 AND L-5, DETAIL A. TOPS OF PILASTERS - SHALL BE LEVEL. M 5. TRELLIS END LENGTH. SEE SHEET L-5, DETAIL D. PLAY IT SAFE. AT LEAST TWO a DIAL BEFORE WORKING DAYS * ew ate w YOU DIG! PRIOR TO 0 05 EXCAVATING sT ate qTF 1 2OF CAJkV w I 14' I SERVING NINE SOUTHERN CALIFORNIA COUNTIES VARIES - 2�_9» $0_6» 2 _9 V-3•! I l DESCRIPTION OF REVISION DATE Appy ti • � , 1 ,, LEGEND: CITY OF RANCHO CUCAMONGA 2 1. TS BEAMS AND CROSS MEMBERS. LAYOUT PER DETAIL E, SHEET L-5. 5 3 3 2. END CAP WELDED FLUSH WITH TUBULAR STEEL (FILLET WELD). W 4 (0 W �I W CONSTRUCTION DETAILS I 4 I � � METAL OVERHEAD TRELLIS NOTES: 1. BEAMS AND CROSS MEMBERS TO BE MADE OF TUBULAR STEEL FOR LM D ANNEXATION 2. ALL STEEL MEMBERS TO HAVE W VENT HOLES TO PREVENT MOISTURE BUILD-UP. 3. ENDS OF BEAMS AND CROSS MEMBERS TO BE CUT AS SHOWN ABOVE. ALL ENDS VICTORIA ARBORS TRACT 16374 TO HAVE FLUSH WELDED END CAP. 4. GRIND ALL WELDS SMOOTH. REMOVE SLAG AND SPLATTER. 5. PAINT ALL EXPOSED METAL MEMBERS WITH POLYAMIDE EPDXY PRIMER AND APPROVED BY: GATE: TWO COATS RUSTOLEUM. PROVIDE COLOR SAMPLE FOR APPROVAL. CITY ENGINEER ! RCE: 4953 A P I W N STRUCTURAL ELEMENTS WILL REQUIRE A 6. ALL SHO AND FIELD WELDS 0 S UCTU Q LONGITUDINAL ELEVATION' ® INSI E CURVE SECTION CERTIFIED WELDER AND A CERTIFIED INSPECTOR TO BE ON-SITE. D�IorN ON, PN Withers and Sondgren, Ltd. 77 DRAWN Landscape Architecture PAQ9 DN 3467 ocean vier Boulevard, suffe A L-5 of 15 " CHECKED Tel: (618) 236-3006 91208 236-3066 N L F TRELLIS ELEVATION SCALE: 1 = 4 -o B S Lw 3/10/2005 PROJECT SHT. NO. OF IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL _ 9 m m RAINBIRD 1812-SAM-PRS-5 H,F 12" POPUP FIXED SPRAY HEAD 30 5' .20, .41 F m RAINBIRD 1812-SAM-PRS-6 VAN 12* POPUP VARIABLE SPRAY HEAD 30 6' .37 - 1.2 F - _ in O RAINBIRD 1812-SAM-PRS-8 H, F 12" POPOP FIXED SPRAY HEAD 30 8' .52, 1.05 F 0+ r M RAINBIRD 1812-SAM-PRS-8 VAN 12" POPUP VARIABLE SPRAY HEAD 30 8' 0.72 - 1.70 F --- '0 • RAINBIRD 1812-SAM-PRS-10 H, F 12" POPUP FIXED SPRAY HEAD 30 10' .79, 1.58 F --I— ---------- - - - - - - - --- - - - -- Y RAINBIRD 1812-SAM-PRS-10 VAN 12" POPOP VARIABLE SPRAY HEAD 30 10' 0.75 - 2.60 F BASE L I VV RAINBIRD 1812-SAM-PRS-12 H, F 12" POPUP FIXED SPRAY HEAD 30 12' 1.30, 2.60 F RQAD M RAINBIRD 1812-SAM-PRS-12 VAN 12" POPUP VARIABLE SPRAY HEAD 30 12' 0.65 - 2.60 F o `�, Cpm a V ♦ RAINBIRD 1812-SAM-PRS-15 H,F 12" POPUP FIXED SPRAY HEAD 30 15' 1.85, 3.70 F C:D+ °�' �,� DO• ~p " LIMIT OF WORK M RAINBIRD 1812-SAM-PRS-15 VAN 12" POPUP VARIABLE SPRAY HD 30 15' 0.92 - 3.70 F ^^pppM ^�� oP0 ���a 1-1/2 ® RAINBIRD 1806-SAM-PRS-1402-PA-80 6" POP-UP BUBBLER 30 , - 0.50 F `�J ��o 00 �`J Za v 30 2a 704 D22 25 RAINBIRD 1806-SAM-PRS-5H-B STREAM BUBBLER, 5 SERIES 30 O.0 1.04 F 56 D23 4 <(j �� �G� `eJ. r01 � v ,� ,� �J r� �G �G NOTE: INSTALL ALL RAINBIRD HEADS WITH 18WNP "NON-POTABLE" PURPLE COVER TYPICAL: CONNECT NEW MAINLINE AND t-1/2 0 c��' v� o �li� � o� o ' o a o VALVE CONTROL WIRES TO EXISTING h��F� 521 D21 56 o ��,00�^� ��oo�� �,, • �� SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL STUB OUT PROVIDED UNDER VICTORIA � o` �� o o' ^ ^� �� �� 9� © EXISTING 2" WATER METER ARBORS CFP 2001-01, CITY DWG. NO.1877 S © - - EXISTING PRESSURE REGULATOR DEVICE - � 0 - - EXISTING REDUCED PRESSURE BACKFLOW DEVICE - 1610 46 ! • sJR•�p � _ __ �. �- ® - - EXISTING MASTER VALVE - D20 - - - - - - - - - - - - - - - - - - - - - - _ _--_ V EXISTING 24 STATION IRRIGATION CONTROLLER 14' �6� �4 �1► �� +� -� --- --- - - - - - EXISTING FLOW METER _ k ��� 1%s" 1• k i \ I/ I I I �- RAINBIRD EFB-GB-NP-HAN-PRS-D INSTALL W0AT NO!� PbTABLE SFLOW CONTROL HANDS A 2 _ - -- _ ___ ____ _ _ __ __ __ INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) �Q' 2 - - - ;:� �'_ - -'000, - - - - - - INSTAL EQUAL Qh t - - - - - - - - - - - - - - 0 RAINBIRD 33DNP 4" UI KPUR�L CAR�ON�ALVE BOX ) B EXISTING !SOLATION (BALL) VALVE C PRESSURE PVC MAIN LINE - SCH. 40 FOR 1-1/2" AND UNDER D W * 7q- A �• ,WALL LOCAT ON (TYPICAL) - SEE — OR CL. 315 FOR 2" AND LARGER - SEE PLAN FOR SIZE WALL PLAN , VICTORIA ARBORS OR EQUAL RECLAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE Z / / w\ / �1 AL EQUAL SCH. 40 NON-PRESS RE PV LATERA LINE - SEE PLAN FOR SIZE D o 4 h •--•� TRACT NO. 1 312-16314, 16369-16374 Q ECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE _ _ _ ANY APPROVED SCH. 40 PVC SLEEVE - TWICE LINE S Z,� MINIMUM USE 6 DIAMETER PIPE FOR ALL MAINLINE AND 2 1 2 LAT LS 4 FOR ALL LATERALS 2 E � LIMIT OF WORK i \ — —— AND SMALLER AT STREET C OSSINGS)RECLAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE Q W.S. ANY APPROVED SCH. 40 PVC WIRE SLEEVE - SIZE AS NOTED ON PIANS E �-• NOTE: INSTALL PURPLE "NON-POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. VALVE SIZE - SQ. FT. 2' 62 GPM E STREET R.O.W. eta O RUNS ALONG WALL VALVE NUMBER TYPICAL: GREY ITEMS SHOWN FOR REFERENCE ONLY. REFER TO VICTORIA ARBORS CFD 2001-01 r, KEY MAP PLANS; CITY DWG. # 1877 I j TRACT 16374 i BASF C/Nf Ro. POINT-OF-CONNECTION: "D" IRRIGATION MAINLINE NOTE: W /Refer to CFD 2001 -01 Victoria Arbors Plans MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR z GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED (City DWg. 1 H77) WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE Y MAINLINE MUST RUN UNDER COBBLE OR ACROSS ROADS, < INSTALL IN 6" DIA. SCH. 40 PVC SLEEVES. METER SIZE AND ELEVATION: 2" Meter, Elev. Approx. 1299.00 MAX FLOW: 70 GPM GENERAL VALVE/QUICK COUPLER NOTE: I MO i STATIC PRESSURE HIGH/LOW : H 150 I L 149 CONTRACTOR SHALL NOT INSTALL ANY VALVES OR j jl j ( ) QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR HGL: 1642 SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. SYSTEM DESIGN PRESSURE: 86 psi (Pressure Regulator Required) j SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA FOR IRRIGATION NOTES SEE SHEET L-8. {` I ' ` ,NTS DATE INFO OBTAINED: 12/05/2002 ; 04/28/2003 ; 10/16/2003 THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN SLEEVING NOTE: CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND THE FUTURE TO RECLAIMED (NOTE: STATIC PRESSURE WILL LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO PLANTER BE LOWER WITH RECLAIMED SYSTEM (PER HUGO BORJA, AREA. NO SLEEVES TO BE TERMINATED UNDER DESCRIPTION OF REVISION DATE APaffPROVM CCWD, 4/24/2003). HARDSCAPE. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE PRIOR TO INSTALLING CITY OF RANCHO CUCAMONGA SLEEVES. IRRIGATION PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-800-227-2600 TRACT 16374 D n D DSCApF µ. W1 '�'yAPPROVED BY: ,// II DATE: !, d. PLAY IT SAFE. AT LEAST TWO CITY ENGINEER /l./�' ,�GG�t RCE: 24053 1 � DIAL BEFORE WORKING DAYS pESIQN YOU DIG! PRIOR TO ig�a re ON, PN PV o EXCAVATING � DS 0 10' 20' 40 * eea a * Withers and Sandgren, Ltd. 6005 a o' JK Landscape Architecture PMS L-6 of 15 SERVING NINE SOUTHERN CALIFORNIA COUNTIES Sr �P 3461 Ocean view Boulevard, Sulto ATF OF CAL� � Glenda[*, CA 91203 1» 20' CHEOM Tel: (61 a) 236-3000 rax: (61 a) 236-3066 OPAWM Na LW 3/10/2005 ' PROJECT SHT. NO. OF TYPICAL: CONNECT NEW MAINLINE AND VALVE CONTROL 5b WIRES TO EXI TING SYSTEM PROVIDED UNDER VICTORIA ARBORS CFD 001-01, CITY DWG. NO.1877 CONTRACTOR�TO SALVAGE THE EXISTING 32 STATION CONTROLLER �ND DELIVER IT TO THE CITY YARD. — CCONTACT. CHRIS GILLI AT (909) 477-2730 EXT. 4117. 52+aa VICTORIA PARK LANE 5�+aa 4+00 _ _ _ �- N �— �O -- - --C.Ct o---- - - - - - - - --- - - - - +-- - - - - - - - - - - -- --- -- --------- t-t/z 2035 cat 59C=D LIMIT OF WORK " 67 — 2286 48 TYPICAL: GREY ITEMS SHOWN Cao w 0 FOR REFERENCE ONLY. REFER . 1-t/2 44 TO VICTORIA ARBORS CFD , > 1930 70 �� 1364 2001-01 PLANS; CITY DWG. # 1877 Cb /c C32 ?. LIMIT OF WORK O to f a` t fs �i �� �, . d, >, �y ON r ac � O y � � �• �: �' _ �� � r, -._'�- - - � - - - - - - - � �-, °C �0� � 040:' #�� •�� � O� � 4 N _ II , � >, >, a•, s, i I I '1 # s #� � . '1 i `� e•, s, s, I i•I : : � : , � t p1r' �G I 010.' STREET R.O.W. _� y. • j �• ' >• S RUNS ALONG WALL �9s c� WALL LO ATION (TYPICAL) - SEE err "WALL P NS, VICTORIA ARBORS o I C0o�4,`Sc� TRACT N . 16312-16314, 16369-16374" TRACT 1637410T C' IRRIGATION LEGEND POINT-OF-CONNECTION: "C" IRRIGATION MAINLINE NOTE: SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR m m RAINBIRD 1812-SAM-PRS-5 H,F 12" POPUP FIXED SPRAY HEAD 30 5' .20, .41 F (Refer to CFD 2001-01 Victoria Arbors Plans, Sht. L-40) GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED in RAINBIRD 1812-SAM-PRS-6 VAN 12' POPUP VARIABLE SPRAY HEAD 30 6' .37 - 1.2 Fg WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE o (City 1812-SAM-PRS-8 DW # 1877) MAINLINE MUST RUN UNDER COBBLE OR ACROSS ROADS, iA RAINBIRD 1812-SAM-PRS-8 VAN 12' POPUP VARIABLE SPRAY HEAD 30 8' 0.72 - 1.70 F INSTALL IN 6" DIA. SCH. 40 PVC SLEEVES. .. • RAINBIRD 1812-SAM-PRS-10 H, F 12' POPUP FIXED SPRAY HEAD 30 10' .79, 1.58 F METER SIZE AND ELEVATION: 2" Meter, Elev. Approx. 1261.45 14 RAINBIRD 1812-SAM-PRS-10 VAN 12" POPUP VARIABLE SPRAY HEAD 30 10' 0.75 - 2.60 F GENERAL VALVE NOTE: V V RAINBIRD 1812-SAM-PRS-12 H. F 12" POPUP FIXED SPRAY HEAD 30 12' 1.30, 2.60 F MAX FLOW: 70 GPM CONTRACTOR SHALL NOT INSTALL ANY VALVES IN COBBLE KEY MAP M RAINBIRD 1812-SAM-PRS-12 VAN 12" POPUP VARIABLE SPRAY HEAD 30 12' 0.65 - 2.60 F STATIC PRESSURE (HIGH/LOW): H 72 / L 65 AREAS. CONTRACTOR SHALL INSTALL THESE ITEMS IN F 12" POPUP FIXED SPRAY HEAD 30 15' 1.85 3.70 F O � RAINBIRD 1812-SAM-PRS-15 H, � HGL: 1408 PLANTER AREAS ONLY. M RAINBIRD 1812-SAM-PRS-15 VAN 12" POPUP VARIABLE SPRAY HD 30 15' 0.92 - 3.70 F SYSTEM DESIGN PRESSURE: 85 psi (Pump Required) ® RAINBIRD 1806—SAM—PRS-1402—PA-80 8' POP—UP BUBBLER 30 - 0.50 F BOOSTER PUMP SYSTEM / MODEL NO.: SEE SHEET L-30, CFD 2001-01 PLANS FOR IRRIGATION NOTES SEE SHEET L-8. RAINBIRD 1808-SAM-PRS-5H-B STREAM BUBBLER, 5 SERIES 30 O.Cr 1.00 F BOOSTER PUMP SIZE: SEE SHEET L-30, CFD 2001-01 PLANS NOTE: INSTALL ALL RAINBIRD HEADS WITH 180ONP "NON-POTABLE" PURPLE COVER 230 VAC 1 PHASE 60 HZ TO BOOSTER PUMP - SUPPLIED BY OWNER EOM SLEEVING NOTE: SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND ® - - EXISTING 2' WATER METER - DATE INFO OBTAINED: 12/05/2002 ; 04/28/2003 ; 10/16/2003 LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO PLANTER ` © - - EXISTING PRESSURE REGULATOR DEVICE - AREA. NO SLEEVES TO BE TERMINATED UNDER PARK / SCHOOL THIS IS A RECLAIMED SYSTEM. HARDSCAPE. CONTRACTOR WILL BE RESPONSIBLE FOR . - - EXISTING REDUCED PRESSURE BACKFLOW DEVICE - VERIFYING LIMITS OF HARDSCAPE PRIOR TO INSTALLING SLEEVES. ' ® - - EXISTING MASTER VALVE - f Q CALSENSE ET-2000-40-LR-RR CONTRACTOR TO SALVAGE EXISTING IRRIGATION CONTROLLER C © w/TP1,TP110, and LR-DOME NEW 40-STATION IRRIGATION CONTROLLER TO REPLACE EXISTING q CONTROLLER, INSTALL PER CITY STANDARD DETAILS 0 / �1 - - EXISTING FLOW METER _ V I �� pp Mo E CC NN ���� EE ����EE N Ep �N > i i3 a RAINBIRD EFB-GB-NP-HAN-PRS-D INSTALL W�THT N0�VPOVTABLE SFLOIN CONTROL HANDS A INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) - - �— LONG-MEACO RIVE— EXISTING 3/4" QUICK COUPLER B 0 SPEARS TUBV-E PVC PVC BALL VALVE, LINE SIZE, WITH CHRISTY'S "NON-POTABLE" ID TAG K OR EQUAL (OR EQUAL) - INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL)_ �'i �� NTS ALERTUNE PRESSURE PVC MAIN LINE - SCH. 40 FOR 1-1/2' AND UNDER, p AL EQUAL CL. 315 FOR 2' AND LARGER - SEE PLAN FOR SIZE RECLAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE ALERTLINE SCH. 40 NON-PRESS RE PVC LATERAL LINE - SEE PLAN FOR SIZE D OR EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE ANY APPROVED SCH. 40 PVC SLEEVE - TWICE LINE SIZ,� MINIMUM USE 6 DIAMETER PIPE —— — AND SMALLER LATESTREET CROSSINGS) RECLAIMEDR(PURPLE) PIPE 2" EMy WITH PURPLE WARNING TAPE DESCRIPTION OF REVISION DATE APP W.S. ANY APPROVED SCH. 40 PVC WIRE SLEEVE - SIZE AS NOTED ON PLANS E CITY OF RANCHO C U CAM 0 N GA NOTE: INSTALL PURPLE "NON-POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. VALVE SIZE SQ. FT. Y 1314 62 GPM IRRIGATION PLAN VALVE NUMBER FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-8oa227-2600 TRACT 16374 1,p wirkERs '&'y�� PLAY IT WE. AT LEAST TWO `�` � o ��` CCIITPY ROVEENGINEER iRCE: 14953 DIAL BEFORE WORKING DAYS PRIOR TO YOU DIG! o EXCAVATING �s DN, PN Withers and Sandgren, Ltd. 0 10' 20' 40' R w t55o SERVING NINE SOUTHERN CALIFORNIA COUNTIES ST D 0 \P N JK Landscape Architecture p L-7 of 15 3447 Ocean Vier Boulevard, Suite A '9T cR� Glendale. CA 91208 1' = 20' OF CHMM Tel: (818) 236-3006 Fax: (816) 236-3066 DRAMMIO NO. Lw 3/10/2005 Iq v PROJECT SHT. NO. OF IRRIGATION NOTES PROJECT NAME: Vlctorla Arbors-Victoria Park Lane(south of Baseline) ' 42 if 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD, IS REQUIRED AT ALL 481 TO SPRINKLER - ANGLE PIPE TO POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY 4'LAYER OF MULCHt 1_POTAKE 1800 SERIES COVER(PLl" SPECIFIED DEPTH WITH 45' EUS Valve#: D17 11/05/04 MULCH TO TAPER AWAY 14!AVE FSH GREE 8 6 SCH 40 PVC MALE ADAPTOR ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND GPM: 50 FROM HEAD -MUNCH g 4 SCH 80 PVC UNION "g SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND CO NNECT�RS'�' ` INSTALLATION PROCEDURES. • � tr x� � �- sa!c:a,:s;:,o;.;a:,o, r,.. s.-s.;s ss._ FINM SOIL GRADE 3 PVC NIPPLE "%�" `" " " " `"%�"'%�"r `' " �" ELECTRIC CONTROL VALVE STATIC PRESSURE High: 150+ Low: 149 HIGH PRESSURE ZONE 3 t PLASTIC VALVE BOX (PURPLE NON-POTABLE) 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A Person Spoken to: Russell Silva Q (CM KED "IRIATIONWe PRESSURE REGULATOR(IF REQUIRED), FOLLOWED BY BACKFLOWEQUAL) PREVENTION DEVICE, Company: CCWD - ETCHED WITH CONTROLLER FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED Phone Number: 987-2591 7 AND VALVE SEQUENCE PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, Date: 12/512002 A I P. MIN HGL: 1642 !Z FINISH GRADE MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE " EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. Total Equipment Size Length GPM PSI Loss SIDEWALK 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK Meter 2" @ 50 1.90 ® 2 CGS-1 (SIZE 1 THROUGH 6)STAINLESS STEEL ENCLOSURE WITH LOCK, AND SHALL BE Backflow Device 2" a 50 12.00 a Pressure Regulator(Fall-off) 2" Q 48 5.00 24 INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER a PIG TAIL EXPANSION Mainline 2-1/2" 333' (cD 50 2.53 /v POSSIBLE. Master Valve 2" (� 50 0.82 3 LOOP (MIN. 24' LONG) Flow Sensor 2" @ 50 1.00 � _ FLOW BRASS ANGLE 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES, ETC. SHOWN WITHIN PAVED Gate/Bag Valve Z, C1 50 3.00 `C6� s' VALVE W/UNION AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING Control Valve 1-12" ( 50 2.40 3 3/4' WASHED •.. �« 1l.4% >r+L� .„�,� ,. .;. "� •ti ,1 �!•'D. CRUSHED AGGREGATE AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER Lateral Lines-Sch.40 2" 16' 50 0.28 TNON-PRESP RLEX STREET E % 40 M •4 ,' r!,' "b+.N�; �•� ° SYSTEM,WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND 1-112" 0' 0 0.00 '° :d a; rd D: P4'I SCH 80 PVC NIPPLE ARCHITECTURAL FEATURES. 1-114" 11' @ 22 0.30 FBTUVG MAIM 90' STfm ELL SCH 80 UNION 1" 12' a 9 0.24 UTF tUNC1� (2) � CONTROL do COMMON WIRES 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT 314" 54' 7 0.28 NON-POTABLE) THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE SUBTOTAL: 29.75 ANTI-DRAgi VALVE AS REQUgIED BARRETT ENGINEERED PUMPS, REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. Loss tiLOW FLOW-FLOW SWITCH ACTIVATEDthrough fittings 2.97 10% 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND Sprinkler head PSI needed 30.00 1.LOG1E HEADY TO r FROM W$,$,CURBS, HARDSCAPUIG, MOWSTfgPS, 1.CLOSE-COUPLED CENTRIFUGAL PUMP,CAST IRON BRONZE FITTED. BRASS NIPPLE UTILITIES, PIPES AND STRUCTURES, Elevation change 1.10 ft 0.48 AND EDGES OF LAWN. 2.NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION. 3.BRONZE 1/4 TURN BALL VALVE SCH 80 PVC SXSXT TEE V AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 2 USE Tl}lON TAPE ON ALL MALE THREADS. PRESSURE SUPPLY UNE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID TOTAL SYSTEM LOSSES: 63.20 3. NgALL HEADS WH IWERIOIL CHECK VALVE AND PRESSURE CO60MTM 4.BRONZE NON-ADJUSTABLE FLOW SWITCH. NOTES: FEATURE AS PER Til MANN PLAN, 5.TYPE'•L"COPPER. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. UNDERGROUND FACILITIES. LOWEST STATIC PRE33URE AVAILABLE: 149.00 4. HEAD COHNECfION AT BOTTOM g1LET ONLY. 6.BRONZE UNION ADAPTER. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 7.PRESSURE GAUGE,LIQUID DAMPENED. 8.BRONZE DISC STYLE CHECK VALVE. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR PRE-SET REGULATED PRESSURE 90.00 9.MARINE GRADE ALUMINUM ENCLOSURE,HINGED TOP. 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS,WALLS, ETC. SET AT 90 PSI UNDER CFD 2001-01 WORK(CITY DWG.S 1877,SHEET L-43) 10.STRUCTURAL ALUMINUM BASEPLATE. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 28.80 11._INCH THICK CONCRETE PAD,ASTM C-94,ACI STD 318-83 MIX,2500 PSI RATED VALVE NUMBER. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE TOTAL RESIDUAL PRESSURE: 12.MAIN POWER CONDUIT. COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI CONSTRUCTION. 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) I PRESSURE LOSS CALCULATION F HI-POP SHRUB SPRAY - STD, 539 nC CONTROLLER - STD. 522 A CONTROL VALVE-STD.520 RECLAIMED INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER PROJECT NAME: Victoria Arbors-Victoria Park Lane HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. between Long Meadow Drive and Colmar ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 481 ROUND PLASTIC VALVE BOX & COVER: PURPLE NON-POTABLE). ETCHED "QC' STRUCTURE OR 9. INSTALL ONE (1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE Valve#: C31 12M/04 CARSON OR EQUAL) HARDSCAPING TO THE FARTHEST REMOTE CONTROL VALVE (RCV)ON EACH BRANCH. PIGTAIL EACH GPM:156 *SNAP-nTE• WATERPROOF 3' ABOVE GRADE IN SHRVB ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR CONNECTOR OR EQUAL AND GROUNDCOVER AREAS. 6' MIN. IRRIGATION WIRING. STATIC PRESSURE High: 72 WIRE SERVICE LOOP LOOP A G I W AREAS18' Low: 65 BUNDLE 61R ABOVE GRADE)WIRE FINISH GRADE 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK Person Spoken to:Russell Silva SPLICE BOX COVER WITH iR (TURF)AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)APPLIED FOR 8 Company:OCWD LOCKING TOP ETCHED 'S.e' - _ Phone Number:987-2591 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY Date: 12/512002 BACKFILL$ _ SEE TT ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. - taoa m k . sPEcs. FOR MATERIAL. 33 DNP QUICK AT GRADE IN LAWN AR v^ 9OX COMPACTION REQUIRED COUPLING VALVE 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT Total 3 I P BED ,N WARNING PE'DO NOT P Of RUBBFJ2 E Ui men Size Length GPM PSI Loss WARNING TAPE ON TOP OF EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS Meter 2" 562.30 B MAINLINE AND LATERAL LINES. SSTCR�SS �STEEL SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER Backflow Device 2" Q 56 12.00 NON-PRESSURE LATERAL LINE: i MINIMUM (3) PLACES A fill SCH. 40 SNAKE PIPE IN PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL Mainline 2-112" 226' 56 2.12 TREE 3/4' WASHED BE BROUGHT TO THE ATTENTION OF THE CITY. MasterValve 2" (0 56 1.05 12' X 18' GREEN PLASTIC METER oo CRUSHED .� r r Flow Sensor 2" 56 1.00 BOX. CARSON OR E C� � �- "� _ PRESSOR SUPPLY UNE: AGGREGATE BASE rt�'� ,p �ey� ,{•�i Gate/Ball Valve 2" (a1 56 1.00 aD y - _ SCH. 4O/CL 315 SNAKE s.," ..', 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-XX(NEW 40 STATION AT POC C 1 PIPE IN TRENCH R:'••�'t:' %��`••' AND EXISTING 24 STATION AT"POC D")- LR(LOCAL RADIO)/RR, W/TP1, TPI 10 AND LR LateraCont !LinesValve 2" (c 56 1.48 _ _ SCH 40 BRASS NIPPLE DOME INSTALLED WITHIN A STRONGBOX SB 24SS/120 VOLT CONTROLLER/ELECTRICAL Lateral Lines-Sch.40 2-12" 53' 56 0.50 _ ( 2" 0' (ct� - 0.00 iv AND TAPE AT 15' O.C.C NAND SCH 40 BRASS NIPPLE - ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE 1-12" 30' C� 30 0.68 INSTALL ADJACENT To 24 LONG PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A 1-114" 15' (aJ 21 0.38 - - - PRESSURE SUPPLY UNE TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE, SYSTEM SHALL BE OPERATIONAL 1" 17' Q 12 0.57 PROVIDE 8' MIN. OF SAND PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS 314" 53' g 8 2.72 ° TMR BEDDING AND SHAMING DIRECTED BY A REPRESENTATIVE OF THE CITY. SUBTOTAL: 25.81 SCH 40 BRASS 9OF ELL 24 VOLT WIRES. TAPED AND BUNDLED AT 15 FT. INTERVALS SCH 80 PVC 9Oe 58 10% 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS Loss through fittings 2. 2 cu. 1T. PEA GRAVEL STREET ELL SCH 40 BRASS 90' Sprinkler head PSI needed 30.00 NOTE: STREET ELL AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. PRESSURE SUPPLY Elevation change 11.11 ft 4.81 UNE FITTING 4 REBAR STAKE 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 18' MIN. DEPTH t24' LONG) CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, TOTAL SYSTEM LOSSES: 63.20 3' AND LARGER 24' MIN. DEPTH PRESSURE SUPPLY LINE COORDINATED AND PAID FOR BY THE DEVELOPER. 3. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. LOWEST STATIC PRESSURE AVAILABLE: 65.00 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE NOTE: AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC"C 20.00 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. BOOST CAN BE SET UP TO 60 PSI 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOTAL RESIDUAL PRESSURE: 18.20 CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI TOP OF THE SPRINKLER HEAD IS Y4"ABOVE FINISHED GRADE. L IRRIGATION NOTES J PRESSURE LOSS CALCULATION 24 VOLT SPLICE - STD, 540 D TRENCHING - STD* 532 B QUICK COUPLER-STD.536(RECIAIMED TREE TRUNK � ���PRsq�'�iJ+ ROUND PLASTIC VALVE 80X de APPROVED TREE GRATE. FINISH GRADE 2' BELOW TOP HARDSCAPING(SEE NOTE 4)COVER OF WALK lJT{ati' (CARSON ETCHED OR "LIGATION GATE' EXISTING HARDSCAPE EDGE. PRESSURE COMPENSATING r d� M FINISH GRADE BUBBLERS ON 1 2 DU. SCH. - 7k �a ate 1k 80 NIPPLES. ON GRADE - - BUBBLERS SHALL BE LOCATED AT INNER GRATE LIMITS TO ALLOW MnINTE FOR NA cE VISUAL S.D OF C,A1•\ VALVE - 1t/Y OR SMALLER WITH r sT STEEL. HANDLE - RESILIENT WEDGE -2r OR LARGER WITH CLEAN BACKFILLRMATERIAL - SEE ;ATE VALVE TED OPERATWO NUT - 905 COMPACTION REQUIRED - VALVE 11 I7�1 I(7� Imo- I7-�I IT"- m RECLAIMED 'DO NOT DRINK' 40 PVC LATERA!. = 11 I ''''ALL WARNING TAPE ON TOP OF SCH IRRIGATION UNE SOT B ; � MAINUNES AND LATERAL LINES. DESCRIPTION OF REVISION DATE Appy .. PROVIDE 6' MIN. SAND 3' 3' BEDDING AND SHADDINO .110 I ___ CITY OF RANCHO CUCAMONGA CONTROL WIRE SLEEVE REFER TO XERISCAPE ASSESSMENT SUMMARY - - - - - - - - - BACKFILL wlrH No ROCKS SIZE PER PLAN INSTALL 1Ti-I I i-ITi�TI=f 11=(f 1=1Tf=1Tl ADJACENT TO PRESSURE SEE SHEET L-9, DETAIL G GRF�TER THAN 3 DIAMETER. '� - SUPPLY UNE a sb PRESSURE SUPPLY UNE IRRIGATION D ETA I L S NATIVE 901E UNDISTURBED - _ - = SLEEVE - SIZE TWICE :F•a: s d• DIAMETER Of Of PRESSURE 3/4' WASHED CRUSHED NON-PRESSURE LATERAL FOR LM D ANNEXATION AGGREGATE BASE NOTES: UNE SLEEVE - SIZE ESSU DIAMETER OF NON-PRESSURE NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE VICTORIA ARBORS TRACT 16374 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. EXTEND ALL SLEEVES 12 BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 2. INSTALL CONTROL VALVES A MIN. OF 1Y FROM STRUCTURES OR HARDSCAPINO. NOTES: 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4. PIPING UNDER PA ENT SUSC BLE TO TRAFFIC LOADS REFER TO CITY 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 1. REMOVE NURSERY STAKES STD. NO. 120 (24 MIN. TO 38 MAX DEPTH TO TOP OF PIPE BELOW 2 - 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 2. TREE MUST BE VALVED SEPARATELY FROM GROUNDCOVER AND TURF. STRUCTURAL SECTION). APPROVED BY: DATE' S. ATTVALVE NUMBER. IDENTIFICATION TAC WITH APPROPRIATE CONTROLLER AND 3. USE STD. NO. 545 "TREE BUBBLER SUMP' WHEN SOIL CONDITIONS 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. CITY ENGINEER /lf��fi�! // RCE: 24953 REQUIRE DEEP WATERINO. S. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 7. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. DESIGN REOOYId NOTE: TREE GRATES ARE NOT PART OF THIS PROJECT. DO NOT PLACE IRRIGATION LINES DN, PN ON THE PLANTING SURFACE AS SHOWN: USE POP-UP BUBBLERS PER LEGEND. Withers and S a n d g re n, Ltd. 'YM Landscape Architecture PAr DN 3467 Ocean vlow Boulevard, Suite A L-8 Of 15 M XERISCAPE ASSESSMENT K GATE VALVE STD. 518 H GRATED TREE WELL IRR. STD. 544 E SLEEVING STD. 533 Glendale. 2 9,208 - �. - CHECKED Teb (818) 236-3006 Fam (818) 236-3066 DRAWM la __ LW 3/10/zoos PROJECT SHT. NO. OF I UU-f-UU I ---_- 101 +00 102+00 I - ------ --- — — - - - - - - - - - - i I I I I I I O I o I o� I T-3 T-2 —T-, BASE LINE ROAD W I 2 2 \L4 LIMIT OF WORK I _7 I F i:; s a�;, :i; • • • 0 0 • I f .. .. • yam.f Y — ._ .� I I TREE WELL WITHOUT � ,;:• ,:�; . .> :.. � :�;., u ,4 k4 � ,/ � � � :��,,,� v � i __-_ - - - - - - - - - - - - - - - - - - - Y ; t I TREE GRATE, SEE r, // — - - - --- - - - - - DETAIL D, SHEET L-13. f I WALL LOCAT ON (TYPICAL) - SEE z //\ // "WALL PLAN , VICTORIA ARBORS / TRACT NO. 11)312-16314, 16369-16374' 00 LIMIT OF WORK � I I i j ; I STREET R.O.W. 0 RUNS ALONG WALL U � iN I TYPICAL: GREYED ITEMS SHOWN F FOR REFERENCE ONLY. REFER TO T VICTORIA ARBORS CFD 2001-01 i PLANS; CITY DWG. # 1877 I TRACT 16374 KEY MAP i � I I ,U 9qS f ��Nf TREE LEGEND QTY (TOTAL Li SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS g 0 T-I MAGNOLIA GRANDIFLORA 'ST. MARY' ST. MARY MAGNOLIA 15 GAL./ 20' 0.C. 14 ` i I 0- (Dg - (Dg T-2 LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM 24 BOX / MIN. 25 O.C. 2 MATCH QUALITY OF EXISTING I "0 STREETSCAPE PLANTING T-3 PISTACIA CHINENSIS CHINESE PISTACHE 24' BOX / MIN. 30' O.C. 2 t T-4 RHUS LANCEA AFRICAN SUMAC 24" BOX / MIN. 20' O.C. 0 MATCH QUALITY OF EXISTING NTS STREETSCAPE PLANTING SEE SHEET L-13 FOR PLANTING NOTES CRY DESCRIPTION OF REVISION DATE APPROVM CITY OF RANCHO CUCAMONGA TREE PLANTING PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-800-227-2600 TRACT 16374 D JOEJ �➢ E� M• wlryE �a'&'y��+� APPROVED BY: DATE: AT LEAST TWO PLAY IT SAFE. CITY ENGINEER RCE. 2 053 WORKING DAYS DIAL BEFORE PRIOR TO � felNIW YOU DIG! o EXCAVATING na re GS DN, PN 0 7 D OLandscape Architecture 0 10' 20' 40' * e ew ae 7k Withers and Sandgren, Ltd. SERVING NINE SOUTHERN CALIFORNIA COUNTIES S ORAD° �K P _9 Of 15 3467 Ocean View Boulevard. SuHe A sT'9T�c �p��\P Glendale. CA 91206 1• — 20' OF CAU Tel: (616) 236-3006 Fax: (816) 236-3066 ORAWM INIM L LW 3/10/2005 { / PROJECT SHT. NO. OF -��-� 10 52+00 53+00 54+ _ _ N REYED ITEMS SHOWN FOR + -------- --- -1-- LIMIT OF WORK -- - - - To- -------------- - - ------- -�- - - - - - -�- - - - --�- - i REFERENCE ONLY. REFER TO VICTORIA ARBORS CFD 2001-01 PLANS; CITY DWG. # 1877 I D T-4 �- 10 s0AI VICTORIA PARK LANE i LIMIT OF WORK4- / I u— i i \ ' o --fes-- r '- l- S - _ ` — - - - - - - — — - - - - - - - - - - - ____ —� - - - - - it- - - - - - — - - _ _ _ _ _ _ _ - - - - - i Z 0 18 WALL LOCATION (TYPICAL) - SEE r=' C "WALL PLANS, VICTORIA ARBORS Dl I i TRACT NO. 16312-16314, 16369-16374- STREET R.O.W. RUNS ALONG WALL I I I I I I I i TRACT 16374 LOT 'C' KEY MAP o R— -- TREE LEGEND QTY (TOTAL PARK / SCHOOL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS 0 i T-I MAGNOLIA GRANDIFLORA 'ST. MARY' ST. MARY MAGNOLIA 15 GAL.1 20' 0.C, 0 ;Q ala . T-2 LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM 24' BOX / MIN. 25' 0.C. 18 MATCH QUALITY OF EXISTING STREETSCAPE PLANTING j .0 k-- I T-3 PISTACIA CHINENSIS CHINESE PISTACHE 24' BOX / MIN. 30' 0.C. 0 LONG-Mc 00 T ll�DT-4 RHUS LANCEA AFRICAN SUMAC 24' BOX / MIN. 20' 0.C. 10 MATCH QUALITY OF EXISTING NTS STREETSCAPE PLANTING � I I LL SEE SHEET L-13 FOR PLANTING NOTES CRY DESCRIPTION OF REVISION DATE APPROVEDI CITY OF RANCHO CUCAMONGA TREE PLANTING PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS 1-s00-227-2600 p TRACT 16374 D 'A"DSC»4pF wiryERs��y� PLAY IT SAFE. AT LEAST TWO J� CITY�ENNGINE�ER� /f RCE: 24053 DIAL BEFORE WORKING DAYS 177 YOU DIG! c EXCAVATINGLORTfel * f'o * DN, PN Withers and Sandgren, Ltd. 0 10 20 40 URON Landscope Architecture PAM SERVING NINE SOUTHERN CALIFORNIA COUNTIES �� srDath DN, JK 3467 Ocean View SoulevarO. Suit. A L-10 of 15 Glendale, CA MOS 1• = 20' OF C'A`v� Teh (ata) 236-3006 raze (010) 236-3066 DRAWING fVO. Lw 3/10/2005 PROJECT SHT. NO. OF i � I I i I I ' BASE LINE ROAD o S- LIMIT OF WOR 15 5-11 S-1S-8 S_5 S-4 S-13 S-13 S-13 S-8 S-13 S-8 S-13 S-8 8 S-4 7 7 3 6 /S-13 S-13 5 5 g 9 34\ ./ 9 12 _ZI S-6 5 5 JI 3 7 S_$ S-2 S_12 S-12 S-12 S-12 S-13 S-12 S-12 S-13 i6- 20 6 S-12 S-12 5 g g 7 g 8 I 5 6 ---- ° - - - — — — - -- _ I I S-7 ' ° ��� ,n \2j -I — � - - - - - - - - - - - - - - - - - - - - i S-g .+ ---- - -- S-3 � 11 I I - - ----- - - --- - -- r i I I S-6 S-1 4 i i' 7 �I 4 ' WALL LOCAT ON (TYPICAL) - SEE !U ; v "WALL PLANSP, VICTORIA ARBORS S-9 Z S-5 v TRACT NO. 1 312-16314, 16369-16374" Q 6 o J S-8 5 I S_4 - - � 3 � 00 6 ! I x'10 Q S-3 2 Q I 7 - -- j 2 ; STREET R.O.W. O RUNS ALONG WALL V LI IT OF ORK rl I T I ; TYPICAL: GREYED ITEMS SHOWN FOR REFERENCE ONLY. REFER TO / VICTORIA ARBORS CFD 2001-01 PLANS; CITY DWG. # 1877 TRACT 16374 KEY MAP SHRUB LEGEND QTY (TOTAL egsf CNF R SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS D, ® S - I LANTANA CAMARA ' DWARF WHITE' DWARF WHITE LANTANA I GAL. 10 4' O.C. W 4 S - 2 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 27 15- O.C., TRAIN TO WALL, REMOVE STAKE (/ O S - 3 WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL. 18 W O.C. '� q a a S - 4 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 13 5' O.C. S - 5 ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL. 17 30" O.C. I °O ® S - 6 SALVIA GREGGII 'PINK' PINK AUTUMN SAGE 5 GAL. 16 W O.C. I �s S - 7 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 33 2' O.C. 1 S - 8 TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL. 80 2' O.C. NTS ® S - 9 ABELIA GRANDIFLORA 'PROSTRATA' PROSTRATE GLOSSY ABELIA 5 GAL. 17 4' O.C. I OS - 10 ROSMARINUS OFFICINALIS 'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 5 GAL. 4 6' O.C. S - 11 PHORMIUM 'TINY TIM' PHORMIUM 'TINY TIM' 5 GAL. 8 3' O.C. ® S - 12 RHAPHIOLEPIS INDICA 'BALLERINA' INDIAN HAWTHORN 5 GAL. 61 3' O.C. cv DESCRIPTION OF REVISION DATE moo: Q S - 13 NANDINA DOMESTICA 'COMPACTA' NCN 5 GAL. 56 3' O.C. + S - 15 LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL, 0 6'O.C. O CITY O F RANCHO C U CAM O N GA 'RUBY GLOW' ® S - 16 DODONAEA VISCOSA 'PURPUREA' PURPLE HOPSEED BUSH 5 GAL. 0 101O.C. SHRUB PLANTING PLAN FOR LMD ANNEXATION o S - 17 ELAEAGNUS PUNGENS SILVERBERRY 5 GAL. 0 i21O.C. DIAL BEFORE YOU DIG VICTORIA ARBORS 1-800-227-2600 TRACT 16374 YMBO DSCApF M. wlry �'�ij, 4S APPROVED BY. DATE. PLAY IT SAFE. AT LEAST TWO J � '` CITY ENGINEER Gf� % RCE: 953 DIAL BEFORE WORKING DAYS PRIOR TODE DND YOU DIG! o EXCAVATING a s Withers and Sandgren, SEE SHEET L-13 FOR PLANTING NOTES 0 10' 20' 40" * e a� * DRAW , PNPKC Ltd. Landscape Architecture SERVING NINE SOUTHERN CALIFORNIA COUNTIES S� atDN, JK 3467 ocean Vier Boulevard,surle A L'11 of 15 �■� �� �tF Qp�� Glendale, CA 91248 1„ — 20, OF CAu Tek (818) 236-3006 Fax: (818) 236-3464 N0. LW 3/10/2005 r PROJECT SHT, NO. OF FIFI i I O NOTE: 56 / CONTRACTQR TO PROTECT AND PRESERVE JI EXISTING H, RDSCAPE, IRRIGATION, AND PLANTING, EXCEPT WHERE NOTED. CONTRACTQR RESPONSIBLE FOR REPAIR AND VICTORIA PARK LANE TYPICAL: GREYED ITEMS SHOWN REPLACEMENT-IN-KIND OF ANY DAMAGE TO FOR REFERENCE ONLY. REFER TO EXISTING H,PRDSCAPE, IRRIGATION AND PLANTING. VICTORIA ARBORS CFD 2001-01 _ -- PLANS; CITY DWG. # 1877 �4� v0 _ — -� 52+�C 53 �� _ 5-12 LIMIT OF WOR _ _ _--- -� S-5 4 + ------ ------�-- --- S-15 14 -- - - S-5 o---�- - - - - ,- � - - - - -1---- - - ---�- - -- - - -;-- s-to s-12 3 s-10 o S-10 S-15 3 6 8 c� S-6 S-10 S-12 S_6 S-5 3 5 S-5 D 3 S-9 CONTRACT' R TO 12 S[, -10 S-6 H� N 7 8 t 1 6 /S- RELOCATE - 11 ` r; 9 RELOCATE WITHIN LIMIT 2 18 S�� S-5 S-5 4 /�� S-5 OF WORK, THE EXISTING S-15 S-5 S-15 S-12 S-5 S-15 S-5 6 12 ' \ 6 LEPTOSP RMUM & 37 \.L/ C 14 3 12 6 8 16 - 21 3 ROSMARI US AT THE CORNER A REAAND - S-6 F� RE-PLANT AREA OUTSIDE y�� `�, ,� Q L.OW. AS SHOWN. k 3-7 13 g)Al /S-- 5 ,r i i S-12 _ S-15 S-16 0' Q S-16 S-15 S-16 S_17 S-17 I S-t6 S-17 S-15 S-17 S-15 g - -16 , S-2 8 - \.L/ S 6 S \ t �r 3 2 I — 2 S-17 -i 1 1 �i 3 2 3 2 3 0' 1 C' 5-15 S-17 D� 2 5 27 —I T + 2 S-15 /S_16 S-16 S-16 2 S-17 S-15 � I S-1 i LIM21 STREET R.O.W. S-6 ( S-15 �TO� WORK S-17 S-15 RUNS ALONG WALL 2 2 3 TRACT 1637410T C' KEY MAP SHRUB LEGEND QTY (TOTAL Opt SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS w ® S - I LANTANA CAMARA - DWARF WHITE' DWARF WHITE LANTANA I GAL. 21 4' O.C. SCHOOL / PARK I 4 S - 2 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 27 15' O.C., TRAIN TO WALL, REMOVE STAKE i r v S - 3 WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL. 0 W O.C. S - 4 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 0 5' O.C. ® S - 5 ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL. 117 30" O.C. �AM�A©p > ® S - 6 SALVIA GREGGII 'PINK' PINK AUTUMN SAGE 5 GAL. 69 4' O.C. DRIV LON MEADQ DRIVE S - 7 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 60 2' O.C. S - 8 TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL. 0 2' O.C. ® S - 9 ABELIA GRANDIFLORA 'PROSTRATA' PROSTRATE GLOSSY ABELIA 5 GAL, 13 W O.C. OS - 10 ROSMARINUS OFFICINALIS 'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 5 GAL. 23 6' O.C. S - I1 PHORMIUM 'TINY TIM' PHORMIUM 'TINY TIM' 5 GAL. 0 3' 0.C. ® S - 12 RHAPHIOLEPIS INDICA 'BALLERINA' INDIAN HAWTHORN 5 GAL. 36 3' O.C. cny DESCRIPTION OF REVISION DATE O S - 13 NANDINA DOMESTICA 'COMPACTA' NCN 5 GAL. 0 3' O.C. O S - 15 LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL. 57 b'O.C. CITY OF RANCHO CUCAMONGA 'RUBY GLOW ® S - 16 DODONAEA VISCOSA 'PURPUREA' PURPLE HOPSEED BUSH 5 GAL. 23 101O.C. SHRUB PLANTING PLAN S - 17 ELAEAGNUS PUNGENS SILVERBERRY 5 GAL. 12 12'O.C. FOR LM D ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS YMBO 1-800-227-2600 TRACT 16374 q 4TY ' �y M. wiryFQs,'�y�� APPROVED BY:ER DATE: Or PLAY IT SAFE. AT LEAST TWO `� 1 ego ��` CfTY ENGINEL CGt �� RCE: 2 53 DIAL BEFORE WORKING DAYS Uoma, FIVOOMMINM YOU DIG! PRIOR TO MY v EXCAVATING a 7 05 DN, PN SEE SHEET L-13 FOR PLANTING NOTES 0 10' 20' 40' * e 1w ae * DRAWN wltners and Sandgren, Ltd. PAGE SERVING NINE SOUTHERN CALIFORNIA COUNTIES 'a 5 I.Qndscape Architecture L-12 of 15 sT �, DN, JK 3467 Ocean vl.w Boulevard. sin. A 'Ql �� Glendale. CA 91208 1 M — 20' OF �`u� CHECM Teh (818) 236-3006 Fax: (618) 236-3066 DRAWM NM LW 3/10/2005 IqB, —L PROJECT SHT. NO. OF PLANTING NOTES NOTES: 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH STORM DRAIN / CATCH BASIN BCR ?' REMOVE O NURSERY STAKES i UNDERGROUND ^ 2. STAKES BE PLUMB AND PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE UTILITIES 4 OF COMPACTED WOOD CHIP n MULCH. \ 3. STAKE TREE PERPENDIC" FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE / v TO PREVAILING WIND. NOT INSTALLED PER PLAN AND SPECIFICATION ^5' % HARDSCAPING (CONCRETE HEADER, N MIN. CURB & GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE U 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT Ld W E PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. Z_ SIDEWALKUTILITY v J POLE S.L. 12' v s 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, U u 0Y STRUCTURES, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO ~ TOP TIE r0 BE PLACED A3 ' LOW AS POSSIBLE ON THE COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 'METER 10' 5' U TO W8" TOP or STAKES BELOW MIN. MIN. WI 01 NOT 90 Low AS TO LOSE HEAD OF TREE WHERE 4.NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION / �� a z : SUPPORT OR ALLOW SPECIES cRowrH HABIT PERMITS. 5 CURB AND GUTTER - r7 THE HEAD TO DROP. MAIN TRUNK OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED,THE / MIN. SEE NOTE 1 - - - = JJ- (2) SETS OF CINCH TIES SPACED 24- PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK - �� AI pA a WITHMIZED WITH WOOD PRESERVATIVE STAIN, APPROVED BY THE CITY. (v 12' MAX DRIVE A LODGE MINIMPM LE 6' STAKES 5.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE Z TO SHOVEL CUT EDGE NATIVE SOD UNDISTURBED SON.AND POSITION ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT SIDEWALK n STAKES ovrslDE RooT Bw ARBOR GUARD IN TURF AREAS AND TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. ( FH DRIVE S.L. O !a� = FRONT YARDS. 6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED I APPROACH p t 0FINISHROOTBALL�o EXTEND Y * BERM TO FORM LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE WATERING BASIN PO3FOR AND CURB AND GUTTER GROUND COVER INSTALLATIONS. LOCATE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE 5' 5' 5' 10' 10' OUTSIDE OF PLANT PIT. BERMS IN NRF OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY, MIN. MIN. IN. MIN. J NOTES: AAREAS TrTwcBB. REMOVED PRIOR TO CITY 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES UNDERGROUND SUBMIT A SAMPLE To THE INSPECTOR FOR APPROVAL M I V I FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING STRUCTURE eg. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND _-IFE REQUIRED. NOTES: TRANSFORMER VAULT. INTO EDGES AT GROUND COVER AREAS. 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 8.WHENEVER SHRUBlGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC 2, ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE-OF-SIGHT CRITERIA AS APPROVED 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT R1oo7 , BACK, WITH NO LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS BY TRAFFIC ENGINEER. TO REMAIN THERE. ROCKS GREATER THAN 3' DIA. REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY OWNED WATER & SEWER LATERAL LINES. Sit 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. NATIVE SOIL UNDISTURBED 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. S. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. TWICE ROOT BALL WIDTH 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE K NOT USED SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. F TREE PLACEMENT STD. 501 C MULCH INSTALLATION - STD. 509 A DOUBLE STAKED TREE STD.502 - - 4 CY.NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM PIPES /� N 125 IBS GRO-POWER PLUS /� 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, XERISCAPE ASSESSMENT SYSTEM SUMMARY A C, W E AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS TRUNK v e� TIGHTLY COMPACTED 3' BERM TO FORM HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT s �� DEPRESSED WATERING BASIN. A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP POINTS REFERENCE v � 4' WOOD CHIP MULCH. MULCH#3. CLAIMED (Sheet #/Ref. #) U r TOP OF ROOTBALL TO AVAILABLE FROM: ` , EXTEND 2" ABOVE No WOOD CHIP MULCH SHOULD BE I. LANDSCAPE POINTS TOPS Low TO POSSIBLE ON v FINISH GRADE PLACED OR ALLOWED TO REMAIN THE TRUNK TO ALLOW FOR OVER THE ROOTBALL. ARTESIA SAWDUST 1 WIND FLEXING OF THE TREE, A. Water-conserving plants 20 L-11, 2 TOP of THE STAKES BELOW HFAo 13434 ONTARIO AVE., ONTARIO,CA 91761 BUT NOT $0 LOW AS TO OF TREE WHERE SPECIES GROWTH (909)947-5983 I fax(909)923-7208 B. Turf limited to 25% 20 L-1 1, 12 LOSE SUPPORT OR ALLOW IAL PERMS THE HEAD TO DROP. � C. Plants grouped by watering need 10 L-11, 12 D. Hardscape (non-irrigated)surfaces 10 L-2 3 SETS OF CINCH TIES TREE TRUNK - E. Low-water turf varieties 0 _ ACED 2.' APART, ATTACH 2• DIA LODGE POLE PINE STAKE WITH GALVANIZED SCREWS WITH WOOD PRESERVATIVE STAIN. TT i�{---� I= I TO W LODGE POLES. DRIVE A MIN. OF 6' INTO UNDISTURB �- F. Mulch provided in non-turf areas 5 L-11, 12 TREE PRIOR To PLANTING of _ G. Soil amendments 5 L-11, 12 APPROVED TREE GRATE FINISH GRADE 2' BELOW TOP -r�T ROOT BALL I � OF WALK - - HARpSCApE EDGE TOP OF ROOTFINISH ALLGRA E EXTEND Z' T - - - - � I PLANT PIT TO BE (2) TIMES THE TOTAL POINTS CLAIMED: 70 ABOVE F►Nlst+ GRADE `` 1- WIDTH OF THE ROOT BALL. Minimum points required: 60 T=M=M I=M 1= i r Tr S-T�. TI (ITT II. IRRIGATION POINTS -rl I lTT- I I IM�T��� A. Low-gallonage irrigation system 20 L-6, 7 BACKFILL WITH NO B. Automatic controller 20 L-6 7 ROCKS GREATER THAN 3" ' a' DIA. PERFORATED � DIAMETER. C. Desi ned to water lants b watering needs 10 L-6, 7 PIPE PER TREE BUBBLER g P Y g UMP STD. No. 545 D. Rain sensors 5 L-6, 7 �F+LTERNATE To STD. N0. 544) UNDISTURBED NATIVE SOIL E. Wind sensors 0 - NATIVE 134CKFILL WITH NO F. Sensitive t0 slope factors 5 L-6, 7 OFTHEPTBREE RATE THE WIDTH DDIAMKS GREATER ETER. THAN 3' NOTES: SECTION A - A 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE TOTAL POINTS CLAIMED: 60 NOTES: NATIVE SON. UNDISTURBED OF ROOT BALL. DO NOT CRACK ROOT BL.. AL 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL Minimum points required: 60 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 4. MOLD ROOTBALL BY HAND AROUND THE LODGE POLES. NOTE: TREE GRATE WILL NOT BE INSTALLED IN THIS CASE. INSTALL MULCH PER DETAILS A & C, THIS SHEET. L NOT USED I PLANTING NOTES XERISCAPE ASSESSMENTP TREE WELL - STD,504 B CONTAINER PLANTING - STD.506 ONE HALF OF SPACING REQUIREMENT �,NDscAaRsq�y/� LIMIT OF PLANTER AREA M. WITH gnatur wai ate 9 0!� a � SrgTF of J�v cay O DESCRIPTION OF REVISION DATE APPROVM EQUA CITY OF RANCHO CUCAMONGA NOTE: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL DIAL BEFORE YOU DIG SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON CONSTRUCTION / PLANTING DETAILS 1-800-227-2600 PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. Q p 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR FOR LM D ANNEXATION D SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING VICTORIA ARBORS TRACT 16374 PLAY IT SAFE. AT LEAST TWO FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. WORKING DAYS �S DIAL BEFORE PRIOR TO 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES APPROVED BY: DATE: YOU DIG! a EXCAVATING OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE CITY ENGINEER - `�� RCE: 983 LEGEND ARE ESTIMATES ONLY. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS L 1 V REOOMMEN SERVING NINE SOUTHERN CALIFORNIA COUNTIES SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO DN, PN P SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. Withers and Sandgren, Ltd. DRAYM Landscape Architecture PAN DN 3407 New View Boulword. Sufte A L-13 of 15 NOT USED H E GROUNDCOVER S PACI N G STD.5 0 8 Tel: (61a) 2363oos C°z'(8 s) 236-3060 SWM ft NOT USEDLw 3/10/2005 1 at -/- PROJECT SHT. NO. OF GENERAL CONDITIONS CITY OF RANCHO CUCAMONGA 2. The Contractor shall make neat and legible notations on the record drawing 1.05 SUBSTITUTIONS D. Brass Pipe and Fittings: 2.A backboard shall be secured to the controller enclosure housing to provide a base for PLANTING AND IRRIGATION SPECIFICATIONS 1.Where indicated on the Drawings,use red brass screwed pipe conforming to mounting the automatic sprinkler controller and terminal strip. progress sheets daily as the work proceeds,showing the work as actually installed. Federal Specification#W W-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 example, should a piece of equipment be installed in a location that does not aA. erIf the Contractor wishes r substitute any equipment or p p pmaterials for the equipment or materials listed on the Drawings and 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 match the plan,the Contractor must indicate that equipment has been relocated in housingshall be properly phased. g g pSpecifications he may do so by providing the following E.Copper Pipe and Fittings: 4.A rminal strip ha 1 be rounded clean indicating the proper fonts of connection of all include all labor, materials, and services necessary for the proper a graphic manner so as to match the original symbols as indicated in the irrigation pP P g P p Y g p p p execution of the work. The documents are to be considered as one. PART 1 -GENERAL information to the City of Rancho Cucamonga for approval: 1.Pie T K hard tempered. appropriate wirin station valves,master valve,common,central control legend. The relocated equipment and dimensions will then be transferred to the Pipe: Yl?e � � g( )' 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. 0 0 0 pi /o s. 1.01 DESCRIPTION 1. Provide a statement indicating the reason for making the 3.Joints shall be soldered with silver solder,45 silver, 15/o copper, 16/o 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 material. Arrangements shall be made through the cit for obtainingsaid sepia F. . Ball Valves drawings or specifications or in the work of others affecting his work he the Drawings and described herein. g g Y p 2. Provide descriptive catalog literature,performance charts and 1. Bail Valves PART 3 -EXECUTION g p g 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 shall notifythe Cit Inspector immediate) The Contractor shall be held flow charts for each item to be substituted. Y 1? Y• 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 responsible for an damages or loss due to his failure to observe these B. Standards: All work and materials shall comply with governing codes, b.Ball valves shall be Spears XXX or roved equal. dimensions and receive approval from the Cit of Rancho Cucamonga prior to p Y g material. Such pen shall be similar to those manufactured by Rapidograph p pp q pp y g instructions. safety orders, standards, and regulations, and rneet the minimum 3. Provide the amount of cost savings if the substituted item is e.All Ball valves shall be installed per detail. proceeding with work under this Section. Kueffel&Esser,or Faber Castell. The dimensions shall be made as to be easily requirements of the Standard Specifications For Public Works readable even on the final controller chart(see Section C). The original mylar approved. B.Exercise extreme care in excavating and working near existing utilities. The C. MATERIALS, MACHINERY, EMPLOYEES: Except as otherwise Construction(Green Book) latest edition. "record drawing"plan shall be submitted to the City of Rancho Cucamonga for G.Quick Coupling Valves: Contractor shall be responsible for damages to utilities which are caused by his noted the Contractor shall provide and a for all materials, labor, tools, B. The City of Rancho Cucamonga shall have the sole 1. Quick coupling valves shall be Rainbird 33DNP or approved equal. operations or neglect. Check existing utilities drawings for existing utility locations. p pay approval prior to the completion of the controller chart. and other items necessary and incidental to the completion of his work. 1.02 QUALITY ASSURANCE & REQUIREMENTS 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 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, Contractor ontractor shall dimension from two(2)permanent points of reference, D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an A. Permits and Fees: The Contractor shall obtain and pay for any and all 4. Drawings and Specifications. and ground covers. adequate survey of the property. The Contractor shall obtain and pay for P q permits and all observations as required. such as building corners, sidewalk edges,road intersections,etc.,the location of H.Backflow Prevention Units: D.The Contractor shall carefully check all grades to satisfy himself that he may safely the following items: 1.Backflow prevention unit shall be of size and type indicated on the irrigation proceed before starting work on the irrigation system. all permits and comply with all laws and ordinances bearing on the 1.06 GUARANTEE drawings. Install backflow prevention units in accordance with the Drawings. operation or conduct of the work as drawn and specified. If the Contractor B. Manufacturer's Directions: Manufacturer's directions and detailed 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 drawings shall be followed in all cases where the manufacturers of articles A. The guarantee for the irrigation system shall be made in with 60 mesh monel screen and shall be similar to Bailey#10013 or approved A.Physical layout: b. Connection to existing electrical power. equal. 1.Prior to installation,the Contractor shall size stake out all pressure supply Inspector in writing and any necessary changes shall be adjusted as used in this Contract furnish directions covering points not shown in the accordance with the attached form. The General Conditions and q c. Gate valves. provided in the contract for changes in the work. Drawings and Specifications. 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 g p e. Sprinkler control valves. shall verify with the local governing body as to material and installation installation. C. Ordinances and Regulations: All local municipal and state laws, and p fY g g Y �'� rules and regulations governing or relating to an portion of this work are f. Routing of control wiring and locations of all splice boxes. B. A copy of the Guarantee form shall be included in the procedures prior to start of construction. Submit shop drawing for approval. Contractor shall adequately protect the work, adjacent property and the g g g g Y p pY B.Water Supply: hereby incorporated into and made a art of these Specifications, and their g. Quick coupling valves. operations and maintenance manual. pp Y' public and shall be responsible for any damages or injury due to his act. Y � � p P p I.Check Valves: 1.The irrigation system shall be connected to water supply point(s)of provisions shall be carried out by the Contractor. Anything contained in h. Stub-outs for future connections. these Specifications shall not be construed to conflict with an of the i. Other related equipment as directed by the City of Rancho Cucamonga. C. The guarantee form shall be re-typed onto the Contractor's 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings. F. CHANGES ON THE WORK: The City Inspector may order changes p Y g tYP 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 following information: meet or exceed Federal Specification WW-V--51D,Class A,Type IV. Drawings. The Contractor is responsible for minor changes caused by actual 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,the Contractor shall 2.Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. site conditions. 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. 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 p, equal. electrical point(s)of connection as indicated on the Drawings. and installed is free from defects in materials and workmanshi q p O 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 remedy defects due to faulty materials or workmanship upon written 1? g p g J.Control Wiring: Drawings. The Contractor is responsible for minor changes cause by actual notice from the City Inspector for a period of one hundred-eighty(180) and Specifications, ordinary wear and tear,unusual abuse,or 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. AWG- offsets, fitting, sleeves, etc.,which may be required. The Contractor shall before controller charts are prepared. material or workrnanshi which may developduring the period of the electric control valves shall be made with direct burial copper wire AWG- H. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After careful) investigate the structural and finished conditions affecting all of p y g p U.F.600 volt. Control wiring installed in control wire conduit within structure 3.03 INSTALLATION y g g 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 g 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(18)inches cover for all pressure supply I. 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. pay the costs and charges therefore upon demand. 4.An expansion curl shall be provided within three(3)feet of each wire lines of two and one half(2'/z")inches or smaller samples of materials for conformity to specifications at an time. The specifications. PROJECT: connection. Expansion curl shall be of sufficient len at each splice 5.Provide for a minimum of twelve 12 inches for all non-pressure lines. p Y 1? Y p �' 1? ( ) � 1? 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 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. Rejected materials shall be immediately removed from the site and 3. The Contractor shall not willfully install the irrigation system as shown shall be used to indicate the area of coverage for each station. 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. Theose questions the responsibility for any renecessary. observation of the irrigation system. PHONE:vision necessaE: 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. pip of this conference is to review any q 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 Contractor may have regarding the work, administrative procedures during undisturbed soil in planting areas.Backfill will conform to adjacent grades without dips,sunken construction and project work schedule. 1.03 SUBMITTALS 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 lines.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. L.Electric Control Valves: C. Trenching and Backfill Under Paving: 2. addresses of manufactures local representatives. 2. Class 315 pipe shall be made from an NSF approved Type 1, 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 o Complete material list shall be submitted prior to performing any b.Catalog and parts sheets on every material and equipment item installed Grade PVC compound conforrnin to ASTM resins specification work. p g p 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. D1784. All pipe must meet requirements asset 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 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 manufacturer and other information may be different, the following is a 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. with green bolt-down cover or approved equal. Extension sleeve shall be PVC 2.Generally,piping under existing walks is done by jacking,boring,or hydraulic maintenance personnel with instructions for major equipment and show evidence Grade 1 PVC compound eonfonning to ASTM resin specification with minimusize of six(6)inches. driving,but where any cutting or breaking of sidewalks and/or concrete is 1 Backflow Preventer Febco 825-Y-BV in writing to the City of Rancho Cucamonga at the conclusion of the D 1785. All pipe must meet requirements as set forth in Federal m 2.Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. Carson necessary,it shall be done and replaced by the Contractor as a part of the 2 Automatic Controller Calsense ET1-24-DR project that this service has been rendered. Specification PS-21-70. Industries# 1419-12B with green bolt-down cover or approved equal. Contract cost. Permission to cut or break sidewalks and/or concrete shall be 3 Master Valve Superior 3100 RCV 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 City of Rancho Cucamonga. No hydraulic driving will be 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 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. Irrigation submittal must be specific and complete. All items must by within on-grade landscaped areas. Carson Industries# 1419-12B with green listed and should include solvent primer, bmanufacturer. 'pimer, wire, connectors, valve, boxes, 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 manufacturers literature(catalog cuts) are required as 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. Manufacturer's name structure landscaped areas. Carson Industries No.910-12B 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: be required to remove such materials from the site at his own expense. or fraction thereof of each type of quick coupling valve installed. e. NSF(National Sanitation Foundation) approval 1.All sprinkler heads shall be of the same size,type,and deliver the same rate of COY f. Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as DESCRIPTION OF REVISION DATE MpWVM 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. product or products apparently meet the requirements of the Drawings and conclusion of the project. Before final observation can occur,evidence that material designation size applicable I.P.S. schedule and NSF seal 2. Spray heads shall have a screw adjustment. CITY 0 F RANCHO C U CAM 0 N GA p p pp y q g 3.Riser units shall be fabricated in accordance with the details shown on the 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. drawings. C. PVC Non-Pressure Lateral Line Piping: GENE RAL CONDITIONS AND Cucamonga. 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. 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. IRRIGATION SPECIFICATIONS guarantee. areas. p A.Handling of PVC pipe and fittings: The Contractor is cautioned to exercise 2. Non-pressure lateral line piping installed under paved areas 0. Sleeving: FOR LIVID ANNEXATION � ND�p q,&, B. RECORD DRAWINGS: g� to 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 CivEV M WITHERS 3 tii� 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 11 wiring shall be Schedule 40 P.V.C.or approved equal. VICTORIA ARB0RS TRACT 16374 1. The Contractor shall provide and keep up-to-date a complete record as not to subject it to under bending or a concentrated external load at any point. PVC compound conforming to ASTM resin specification D1784. set of blueline ozalid prints which shall be corrected daily, showing every Any section of pipe that has been dented or damaged will be discarded,and if All pipe must meet requirements set forth in Federal Specification P.Vandal Resistant Controller Enclosure: 1.Controller enclosure shall be of size and type shown on the Irrigation APPROVED BY: �/ DATE: ) � atu 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. CITY ENGINEER � 60 / ��� RCE: 21"3 * installed locations, sizes, and kinds of equipment. Prints for this purpose 4. Except as noted in paragraphs 1, 2, and 3 of this section * E e S may be obtained from the Cit of Rancho Cucarnon a at cost. This set of (2.0113), all requirements for non-pressure lateral line pipe and O�GM 75'? Y Y g DN PN =19 s �P 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 rnarn line pipe and fittings as set forth in section 2.0113 of the Specifications. DRAWN Withers and Sandgren, Ltd. PACE F OF CNLandscape Architecture DN 3461 Ocean Vlew Boulevard, suH. A L-14 of 15 Glendale. CA 91208 N06 Tei: (81 r!) 238-300-300 8 Fax: (818) 236-3086 DRAWW Ln 3/10/2005 8 PROJECT SHT. NO. 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 o 6' . Water 6.04 Responsibility and Coordination: Fr irrigation lines as indicated on the Drawings is in writing at least ll hours t advance of testing. temporary utilities such as water, electrical power and gas as required by him for the area thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the A. Landscape Contractor is responsible for the erection of all signs and barriers required 1. Routing of sprinklerg g diagrammatic. Install lines(and various assemblies)in such a manner as to 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square construction of the project. Temporary services shall be coordinated with the City following for each 1,000 square feet of planting area: to prevent intrusion into the treated areas and to notify the public. conform with the details in the Drawings. inch and prove watertight. and other contractors on the job site. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. B. No material or methods shall affect the landscape planting or hydroseed germination. h assembly with its Note:Testing of pressure main lines shall occur prior to installation of the electric control valves. D. Survey, Reference Points, and Elevations: The Contractor is responsible for 200 lbs. of Gro-Power or approved equal. No material or method shall render the job site unusable for more than 10 days from 2. Install NO multiple assemblies in plastic lines. Provide eac Y w 3.All piping under paved areas shall be tested under hydrostatic pressure of 150 establishing all surveys,reference points and elevations required by him,and shown The above soil conditioning are minimal qualities only and should be used only for bidding date of application. own outlet. pounds per square inch and proven watertight prior to paving. in accordance with respective detail. In develop, on plans for proper execution of site construction. purpose,because soil conditions may change drastically from the time these specifications 6.05 Non-Selective Herbicides: 3. Install all assemblies specified herein P 4. Sustain pressure in lines for not less than six(6)hours. If leaks de p, ' 'n to specific items proven watertight. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours were developed to the time the actual soil conditioning take place. Therefore,the Contractor Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended absence of detail drawings or Specifications pertaining p replace joints and repeat test until entire system is p gh required by him for the construction of the project. All temporary traffic barriers and shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. by the Fest Control Advisor) required to complete work,perform such work in accordance with best 5. All hydrostatic tests shall be made only in the presence of the General standard practice with prior approval of City of Rancho Cucamonga. Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled detours shall conform to all conditions required by the City or governing authorities. These soil tests shall be conducted by an approved Agronomic soils testing laboratory 6.06 Selective Herbicides: I? P Pp 4. PVCpiP g e and fittings shall be thoroughly cleaned of dirt,dust, and moisture until it has been observed,tested,and approved in writing. 1.05 Defective and Unauthorized Work: approved by the project Landscape Architect and City. Copies of the soil test to be provided Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the before installation. Installation and solvent welding methods shall be as 6.Furnish necessary force pump and all other test equipment. All work which is determined by inspection to be defective in its construction or deficient in during the Pre-construction job conference. Fest Control Advisor) b the pipe and fitting manufacturer. 7. When the irrigation system is completed,perform a coverage test in the any of the requirements of the plans and specifications, shall be remedied or removed, and 3.05 Finish Grading: 6.07 Weed Eradication: recommended y p p g presence of the City of Rancho Cucamonga to determine if the water coverage replaced by the Contractor at his own expense in a manner acceptable to the Landscape After rototilling operations are complete, grade areas to establish finish grades for planting. S. On PVC to metal connections,the Contractor shall work the metal for planting areas is complete and adequate. Furnish all materials and perform p p p g p p � p g If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in e connections first. Teflon tape or approved equal, shall be used on all threaded all work required to correct any inadequacies of coverage due is deviations Architect and City. All flow lines shall be maintained and proper tolerances shall be met after settlement at the planting areas will require control prior to removal, spray these areas per Pest Control PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure from the Drawings,or where the system has been willfully installed as 1.06 Inspections: end of the project maintenance period. Advisor's recommendations.The Contractor shall is all that is required. Where threaded PVC connections are required,use indicated on the Drawings when it all arrange for inspections by notifying the Landscape Architect, City and Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade A. Prior to the installation of the irrigation system remove and clear all weeds and obviously inadequate,without bringing threaded PVC adapters into which the pipe may be solvent welded. this to the attention of the City of Rancho Cucamonga. This test shall be governing authorities, 24 hours prior to time of inspection,unless otherwise noted. change. deleterious materials from planting areas. accomplished before any ground cover is planted. Inspections shall be as listed below,but not necessarily in this order. Only the inspection 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" -2" E. Line Clearance: 8.Upon completion of each phase of work,the entire system shall be tested and pertaining to the project scope of work will apply: Weed abatement work shall be coordinated with the installation of the irrigation system below the surface of the soil. Physically remove all weeds from the site. 1. Domestic Potable Water Supply: All lines shall have a minimum clearance of six(6) adjusted to meet site requirements. Rough Grading. rototilling and soil amendment work, and planting. (See Weed Abatement section). inches from each other and twelve (I 2) inches from lines of other trades,with the 7 MAINTENANCE Drain Lines and Catch Basins. PART 7 - LANDSCAPE MAINTENANCE 3.0 exception of the control wire sleeve(s) which shall be installed adjacent to pressure supply .0Irrigations(main line pressure, coverage&system operations test). PART 4 - TREES AND SHRUBS 7.01 Scope of Work: A. The entire irrigation system shall be under full automatic operation for a period of line. Parallel lines shall not be installed directly over one another. seven(7)days prior to any planting. Soil Preparation and Finish Grading. 4.01 Scope of Work: Provide all materials, labor and equipment necessary for,or incidental to,performing all 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 2. Reclaimed Water Supply: B. The City d Substantial Completion Inspection(at completion of landscape improvements) -7 on plans, as reasonably implied and as delineated in the specifications. including,but not limited to the following: Basic Separation Standards: (a)Parallel Construction: The horizontal distance between period. pressure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP Days. 4.02 Products Maintain all plants and planted areas. Perpendicular Construction(Crossing): Pressure water mains shall be at least Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be Final Inspection(after maintenance period)- 7 days. A. Nomenclature -Plant names indicated on the drawings conform the "Standard Plant Keep planted areas free of weeds and debris. feet. (b) above e s ( g) removed from the site, all walks and paving shall be bloomed or washed down,and any p g The contractor shall arrange a Preconstruction job conference with the Landscape Architect Names" established by the American Joint Committee on Horticulture. Except for prune trees and shrubs. one foot above sanitary sewer and reclaimed water lines where these lines must cross. the established custom of the nurse is followed. General Notes: (a)No pipe 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. and City a minimum of seven(7)days prior to the beginning work. names covered therein, nursery Fertilized all plants and planted areas. 07 Guaranties: 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 1. Y typical P Irrigation. A. The Contractor shall operate each system in its entirety for the City of Rancho reclaimed water line. It is the intent of these specifications that no joints shall occur below B. Condition- Plants shall be symmetrical,t ical for variety and species, soon A. Plant Materials: All trees, shrubs, ground cover;bedding plants and lawn shall be healthy, vigorous, free from plant disease, insect pests,or their eggs, and shall have Insecticide spraying. 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 guaranteed from date of final acceptance of landscape construction for periods as healthy, normal root systems, well-filling their container,buy not to the point of being 7.02 Fertilizers: accomplished,the new pipeline shall be encased in concrete for the full length where the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City Gro- pipe is below the sewer or reclaimed water line. Encasement shall be per City Standards. of Rancho Cucamonga. follows: root bound. Plants shall not be pruned at anytime, and in no case shall trees be A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro- (b) B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City Trees 24"box&larger 1 year topped. Power Controlled Release Nitrogen, as designated herein,or approved substitute as must have hot di bituminous coating and all class 200 P.V.C. must meet DR-14 has received all accessories,charts,record drawings,and equipment as required before Trees 15 gal. & smaller 1 year C. Trees and shrubs shall be growing at a recognized nursery in accordance with good required by the Agronomic soils report. Available from Gro Power(909) 393-3744. All D.I.P. p g per AWWA C900 or equivalent. (c) This criteria does not apply for a reclaimed water line final site observation can occur. Shrubs All sizes 120 days horticulture practices and shall be of the size and caliper normally associated with the B. Atnmoniwn Sulfate: Granular form containing not Less than 21 %nitrogen and 24% crossing another reclaimed water line. (d) The construction criteria apply to house laterals Ground Cover 120 days container size specified on plans. Removal of all tags,labels,nursery stakes and ties sulfur and shall be registered as an agricultural miner,with the State Department of 3,10 SITE OBSERVATION SCHEDULE Bedding Plant 120 days from all plant material prohibited until the approval of the Landscape Architect or Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the that cross above a pressure water main but not to those house laterals that cross below a A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in pressure water main. advance for the following observation meetings,according to the time indicated: Lawn(sod) 120 days City. Agricultural Code. 1.advance Conference- 7 days Lawn(seed) 120 days from first mowing D. All plant material delivered to the site showing signs of damage or disease or is 7.03 General: insufficient in size to carry out the intent of the planting plan will not accepted and will Maintenance shall start immediately after landscape irrigation and planting. F. Automatic Controller Assembly: 2.Pressure supply line installation-24 hours Install per manufacturer's instructions. Remote control valves shall be connected to 3. Lateral line and sprinkler installation-24 hours Guarantees begin after the project acceptance by City and at the end of the 180-day be replaced at Contractor's expense. Maintain all plants and planted areas on a continuous basis as they are installed during the controllele r in numerical sequence as shown on the Drawings. 4.Automatic controller installation-24 hours maintenance period. Landscape Contractor shall replace and plant all materials which have E. Sizes of Plants- Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon, progress of the work,and continue to maintain them until final acceptance of total project. 5.Control wire installation-24 hours died within the time span stated above, at no cost and within 5 days from receiving written and 15-gallon) shall have been grown in containers for at least one(1)year,but not Replace any dead or dying plants as directed by the Landscape Architect and City G. High Voltage Wiring for Automatic Controller: 6.Pressure supply line and lateral line testing-48 hours notice from the Landscape Architect or City. If dead material is not replaced and planted over two(2)years. representative. 7.Coverage test-48 hours within the 5 da period,Cit may replace dead material with new material and charge the F. Substitutions- Substitutions for indicated plant material will be ernitted provided 1. 120 volt power connection to the automatic controller shall be provided by the Y P Y Y P g p p p A. Irrigation: Operate irrigation system on an established program to maintain all plants 8.Final observation- 7 days Contractor. B. When observations have been conducted other than the City of Rancho Cucamonga, Landscape Contractor for all expenses incurred. the substitute materials are approved in advance by the City, and are made at no and planted areas in a healthy condition. Irrigation system run-off shalla apt to a d union in have e when and b whom these observations were made. B. Construction Materials: The contractor shall guarantee all workmanship and additional cost to the City. Except for authorized variations, all substitute plant minimum. Damage to irrigation system resulting from maintenance and equipment 2. All electrical work shall conform to local codes,ordinances, anshow evidence g Y haulm jurisdiction. No site observations will commence without"As-Built"record drawings. The materials for all site development, for a period of one year from date of final acceptance of materials shall conform to the requirements of these specifications. and/or maintenance personnel, shall be restored to its original condition at no cost to authoritiesg j contractor shall not call for a site visit without"As-Built"record drawings,without project. G. Plants Not Approved- Plants not approved are to be removed from site unmediately the City. Failure of any part of the irrigation system shall be brought to the attention H. Remote Control Valves: completing previously noted corrections,or without preparing the system for said 1.08 Material and Labor Releases: and replaced with suitable plants. The City reserves the right to reject entire lots of of the City. No repairs other than emergency repairs shall be accomplished without 1. Install where shown on the Drawings. Where grouped together,allow at least visit. Upon completion of the work,the Contractor shall present to the City, signed copies of all plants represented by defected samples. written mission from the City. (12)inches between adjacent valve boxes. Install each remote control labor and materials releases for all work performed under Site Development. H. Stake all trees, as per details immediately after planting to prevent wind damage. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at twelve( CONCRETE SPECIFICATIONS a separate valve box. 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. valve PART Remove all waste materials(including excavated material classified as unacceptable soil first established and allow at least 7 calendar days prior to installation of said lawns or The Contractor may elect to remove such concentrations of weeds manually or by an 1.01 Construction material),trash and debris generated or I. Flushing of System: For concrete information refer to the Standard Specifications for Public Works encountered during the course of landscape ground cover to provide for thorough watering of trees. All planting holes shall be excavated approved herbicide program. nce program 1. After all news sprinkler pipe lines and risers are in place and connected, all (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201, 303, construction, and legally dispose of it. During the course of the work,remove surplus as defined on appropriate details. C. Pest Control: Spray all plants and planted areas at beginning of maintena p gr 1? p P necessary diversion work has been completed, and prior to installation of and 400,as well as any other sections related to the installation,per and post installation of materials from the site and leave premises in a neat and clean condition. Clean up and 4.03 Soil Amendments: and as may become necessary thereafter by an approved method of pest control,to concrete work,materials,labor,and clean-up. The Standard Specifications for Public Works remove all remaining debris and surplus materials upon completion of work,leaving the Soil amendments shall be as recommended in the Agronomic soils report keep all plants and planted areas free of insects and disease. Method shall be reviewed sprinkler heads,the control valves shall be opened and full head of water used g � p p g p p to flush out the system. Construction is available from: premises neat and clean. The site shall be cleaned upon the request of the inspector. 4.04 Trees Stakes: by the City prior to any applications. Pest Control shall include Gopher control. 2. Sprinkler heads shall be installed only after flushing of the system has been BI Building News Tree stakes shall be lode ole pine tree stakes. See tree staking detail on plan for further 3055 Overland Avenue g p p g p D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start accomplished to the complete satisfaction of the city of Rancho Cucamonga. Los Angeles,CA 90034 PART 2 -EXECUTION infornation. of maintenance program and continue to prune plants as directed or as may become (310)Angeles, C 2.01 Protection: necessary until the end of the maintenance program. J. Sprinkler Heads: 1.02 Scope Keep all plant material delivered to site in a healthy condition for planting. Plants shall not PART 5 - GROUND COVER AND BEDDING PLANTS Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as 1. Install the designated sprinkler heads as on the Drawings. Sprinkler heads to Furnish and install all concrete work complete as indicated on the drawings or as specified, be allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other 5.01 Scope of Work: necessary to achieve and overall even appearance. Exterminate gophers and moles; p be installed in this work shall be equivalent in all respects to those itemized. including,but not limited to the following: suitable material until planting. Balled and burlapped plants shall have root ball covered with Provide all materials and equipment and perform all work necessary for and incidental to repair damage. 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 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. delineated in the specifications. PART 8 -ACCEPTANCE OF PROJECT manufacturer. C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where 2.02 Installation: 5.02 Bedding Plants: 8.01 General: applicable. Detailed layout of plants within the planting areas shall be performed b Contractor and Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, 1.03 Protection Y p p g p y Upon completion of installation, a maintenance period of a minimum of 180 days for al l 1 3.04 TEMPORARY REPAIRS approved b the Landscape Architect and Cit prior to lantin and of the species and variety shown on plans. landscaped areas is required prior to final acceptance of the work b the Cit The All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. pP Y p y p planting. p Y p p q p p Y Y reserves the right to make temporary repairs as necessary to keep the sprinkler Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,place Soil excavated from planting holes shall be amended to backfill around trees and shrubs using 5.03 Ground Cover: Commencement date for the maintenance period shall commence upon written approval for all The City g P rY P equipment in operating condition. The exercise of this right by the City shall not and remove all of his own barricades. Contractor shall be responsible for any damage to new the following mixture: Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be phases of planting installation by the City Public Works Inspector. Maintenance period shalle system the Coe p g 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 greater than 3" in diameter established and well rooted in flats or similar containers. adequate to verify plant characteristics and establishment. specified. City. Gro Power Plus, 5-3-1 15 lbs/cy 5.04 Mulch: A. Two inspections shall be made that affect the establishment period: The first after all 1.04 Clean-up Iron Sulfate 2 lbs/cy Mulch: Shall be of compacted wood chip fiber. plantings have been completely installed in order to approve the beginning of the Upon completion of all concrete work and before final acceptance,the Contractor shall (To be used for bidding purposes only, verify with Agronomic Soils Test.) 5.05 Coordination: establishment period, and the second at the end of the establishment period. If 3.05 EXISTING TREES remove all tools,surplus materials,apparatus,debris,etc. from the site and the site shall be trees,the Contractor shall use all After backfilling, construct a 3" earthen barn to fon watering basin around each plant,to A. Do not have plants delivered to the job site until site conditions are ready for planting. plantings are not acceptable at the end of the 180 day period,due to defective Where it is necessary to excavate adjacent to existing left in a clean,neat condition acceptable to the City. possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch allow thorough water-in and establishment. If planting is delayed,keep plant roots moist and place in a sheltered location maintenance,then continue establislunent until all work meets with the Specifications and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter, PLANTING SPECIFICATIONS Prior to installation of turf and ground cover,remove water basins from around trees and protected from the sun,wind and other damaging elements. and can be approved. except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily PART 1 -GENERAL shrubs. 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, wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is 1.01 Scope of Work: prior to bedding plants and ground cover planting. undamaged, and free of infestation. Inferior plantings shall be replaced and brought run close to trees having roots smaller than two(2)inches in diameter,the wall of the trench Contractor shall provide all materials,labor and equipment incidental to and necessary for PART 3 - SOIL PREPARATION AND FINISH GRADING 5.06 Installation: to a satisfactory condition before final acceptance of work will be made. All areas adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one (1)inch completing all work,as indicated on the drawings,as reasonably implied,or as delineated in 3.01 Scope of Work: Plant ground cover and bedding plants in moist soil and space as indicated on plans. shall be neatly raked and free of weeds. and larger in diameter shall be painted with two coats of Tree Seal,or equal. Trenches the Specifications as follows. 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 re 1.02 Standards: 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 All work and materials shall comply with governing codes, safety orders,standards,and p p g p g 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 plans, as reasonably implied,or delineated Ili 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 t 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. Existing on-site soils listed as'acceptable'under'Site Grading' specification. accommodate the mulch) roots occur shall be done by hand. All roots two(2)inches and larger in diameter,except B.Contractor shall provide the Landscape Architect and the City with a list of B. Topsoil imported to site for use as fill,backfill in planters and mounding,shall be 5.07 Protection: under and shall be mete wrapped with Subcontractors and Material Suppliers expected to be employed during the course of sandy textured. Silt plus clay content of this soil shall be no greater than 15 %by Erect temporary fencing or barriers to protect planted areas from damage prior to final DESCRIPTION OF REVISION DATE CxT1f directly in the path of pipe or conduit, shall be tunneledy pp construction. �PP�toNE>Di burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees 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. measured on the saturation extract. The sodium absorption ratio (S")shall not - 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 � CITY 0 F RANCHO C U CAM 0 N GA shall be hand trimmed,making clean cuts through.Roots one(1)inch and larger in diameter insurance shall be determined by City. exceed 3.0 millimohos per centimeter at 25 C. In order to ensure 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: IRRIGATION AND PLANTING r 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 within twenty-four( ) 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: SPECIFICATIONS A. Adjustment of the System: 1.04 Responsibilities and Coordination: 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed by the State of 1. The Contractor shall flush and adjust all sprinkler heads for optimum A.Permits: The Contractor shall obtain and pay for all permits and inspections required 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 FOR LM D A N N E XAT I 0 N J P P by governing authorities for the work to be performed. perfomance and to prevent overspray onto walks,roadways, and buildings as B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown furnished r the Contractor. subcontractor licenses that are required. VICTORIA ARBORS TRACT 16374 much as possible. on the plans at the site prior to commencement of any work under this contract. The 3.04 Soil Preparation: B. All materials and methods must conform to Federal, State,and Local Regulations. 2. If it is determined that adjustments in the irrigation equipment will provide Contractor shall verify the location and depth of all underground utilities prior to start All work on irrigation system shall be complete and inspected for recommended approval and 6.03 Submittal: _ proper and more adequate coverage,the Contractor shall make such of work. �NoscapE fine grading completed prior to rototilling and prior to soil amendment work. Prior to the installation of any weed control materials,the Landscape Contractor shall submit to APPROVED BY: DATE: changes in ��, 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 CRY ENGINEER ��� , i LRCE: 983 adjustments prior to planting. Adjustments may also includeg �I r,.wfrhfRs y „ nozzle sizes and degrees of are as required. Jc 3m� �� cross ripping to a depth of 12". All rock and debris more than 2 in diameter shall be removed for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest 3. Lowering raised sprinkler heads by the Contractor shall be accomplished from the site except for areas that are to be sodded in which all rock and debris more than V Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape DEM after notification b the City. �(� �� in diameter shall be removed. Architect and City data to demonstrate the compatibility of the weed control materials and DN, PN within ten(I 0)days a y y Withers and Sandgren, Ltd. 4. All sprinkler heads shall be set perpendicular to finished grades unless �a �e Gs methods with the intended planting and seed varieties present. p� PAGE otherwise designated on the Drawings. Landscape Architecture L-15 of 15 g g �( e w � * DN 3487 Ocean View Boulevard, Suit. A 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so Glendale, CA : (81 DitAMM10 1ti0. that each lateral operates at design pressure. s a` �P GIE� r.i: (ata) 236-3oorax: (ata) 236-3086 T4 OF GAti�� LW 3/10/2005 L31_ PROJECT SHT. NO. OF DEVELOPER OWNER AA \ CENTEX HOMES DSCA A C C L _ S 1265 CORONA POINT COURT CORONA, CA 92879 ' FOR (951 ) 479-9570 r CONTACT: JAMES BOGLE, PROJECT MANAGER D A \ \ - - XA 0 \ VC - 0 A A 30 S TRACT 16374 WINE CELLAR COURT ENTRY AT VICTORIA PARK LANE L . M . D . N0 . 2 ' VICINITY MAP GENERAL NOTES SHEET INDEX 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 o LANDSCAPE ARCHITECT ANO THE CITY. L - 3 CONSTRUCTION DETAILS 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 4 IRRIGATION PLAN 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 5 IRRIGATION DETAILS 210 FREEWAY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L - 6 TREE / SHRUB / GROUNDCOVER PLANTING PLAN 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. L - 8 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) BASELINE RD. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L - g IRRIGATION CONSTRUCTION, AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. WINE LLAR COURT 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL FOR RECLAIMED) CHURCH ST. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS FOOTHILL BLVD. HAVE BEEN APPROVED BY THE CITY ENGINEER. PROJECT 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. SITE 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL 10 FREEWAY CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW LU GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL " REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER � Uj j COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. Q Q J � Q Y LYS Q 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. Y W Q 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. .J 0' U J 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: Q 3 * BETWEEN CIN—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 8" DEEP CONCRETE HEADERS Qd W NOT TO SCALE * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 8" DEEP CONCRETE HEADERS 0 F— * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 8" DEEP CONCRETE HEADERS V * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 8" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE MAINTENANCE RESPONSIBILITY MAP FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, CONSULTANTS PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS CIVIL ENGINEER: LANDSCAPE ARCHITECT: * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * PUBLICBLIC TREES TREES ARE TO BEBJECT TO PLANTED PERPPUB�C IMPROVEMENT N AND NENGINEERING DIVISION. PLANS ONLY. MDS CONSULTING WITHERS & SANDGREN, LTD. M 17320 REDHILL AVE., SUITE 350 LANDSCAPE ARCHITECTURE & DIAL BEFORE YOU DIG IRVINE, CA 92614 PLANNING �I 1-800.227.26W II (949) 251-8821 3467 OCEAN VIEW BLVD., STE. A Q CONTACT. STAN MORSE GLENDALE, CA 912-08 IAT LEAST TWO Ql PLAY IT SAFE. WORKING DAYS W I III DIAL BEFORE (818) 236-3006 . GI PRIOR TO YOU DI U WINERY DRIVE I ;' , EXCAVATING CONTACT. DESIREE HARBAUGH SERVING NINE SOUTHERN CALIFORNIA COUNTIES Wi �ELtLpm COURT , III `n"NS LANDSCAPE QUANTITIES �� Z MD AREA TRACT 16374 O O TOTAL SQUARE FOOTAGE: (CORNER OF VPL a WINE CELLAR COURT) COYv TOTAL ACRES: 0.03 �i DESCRIPTION OF REVISION DATEAMIROVO LUTOTAL NON -MEDIAN LMD AREA: 1329 sf I' CITY OF RANCHO C U CAM 0 N GA \\ �� LANDSCAPE AREAS 809 sf 1 SCHOOL / PARK HARDSCAPE (INCLUDES COBBLE AND o SIDEWALK OVER 4 WIDE). 520 sf TITLE SHEET BALANCE OF SIDEWALK AREA: (Existing) VJ COBBLE / HARDSCAPE PERCENTAGE: 39.1% \ U II li RETAINING WALLS: 65.5 If U FOR LIVID ANNEXATION o. i II II I I TREES: VICTORIA ARBORS TRACT 16374 � LAGERSTROEMIA I. CATAWBA 3 / 24 BOXF oxgp WINE CELLAR CT ENTRY AT VICTORIA PARK_ LANE p I � wires R ��'cti APPROVED BY: DATE. 24953CITY ENGINEER. RCE: NOT TO SCALE ��Y� P DH Ia o a Landscape Architecture Withers and Sandgr", Ltd. O eewai\ �I L G MEAS R. * * o p� .. L-1 Of 9 DH 3417 OceanBoulevard.Glend I� CA91203 Sutt• A 1 ,�"i---,�—_ � F OF CAt�� �W Tek (618) 236-300e Fay (ala) 236-306eIfF L. 0 O6 07 2 06 PROJECT SHT. NO. OF _-� � �* 's• ,:.;• may.-•-- /,` /. f s 1 � � LANE `' � t r r � �� ��� � �=�• , - - ' vv VICTORIA PARK µ LIMIT OF WORK �� LIMIT OF WORK — \ _, - , EXISTING CONDITIONS. REFER EXISTING CONDITIONS. REFER C - 1 TYP. EXIS G ' TO VICTORIA ARBORS CFD � , , 111 _ _ —�— ' TO VICTORIA A BORS CFD 2001-01 PLANS 2001-01 PLANS N _ C -4 YP. CITY DWG. # 1877 CITY DWG. # 1877 .- . „ r C - 2 TYP.� \ ALL L CATION N (TYPICAL) - SEE WALL Tti o P NS, ICTO IA ARBORS TRACT NO. 00 - °'•�, 16�12-11614, 11669-116374-- i C - 6 YP. '� C TOP 0f.SLO �E I °�I --` STREET R.O.W. `, �,+ TYPICAy L) j TOE OF SLOPE „ (TYPICAL) T �CIO �43 7 o DRAINAGE FLOWS ACROSS SIO�WALK -� 1 C - 7 ARE NT ACCEPTABLE; CONNECT TO 1 Q-8 TY LIMIT OF WORK C • 8 , EXISTING CONDITIONS. REFER C - 3 TYI�. . r T — — — — — — — —� r TO VICTORIA ARBORS LMD 1 ANNEXATION TRACT 16374 , LIMIT OF WORK PLANS; CITY DWG. NO. 1981-L. WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA ARBORS TRACT NO. 16312-16314, 16369-16374" Uj 1 J � (> I Uj C I KEY MAP TRACT 16374 wire EES ; AVAILABLE LAND i �j-- LONG-MEApO1M VNT CONSTRUCTION LEGEND C - 1 EXISTING CONCRETE SIDEWALK My C - 2 STREET LIGHTING PER STREET IMPROVEMENT PLANS DESCRIPTION OF REVISION DATE woe C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. (SEE DETAIL A, SHEET L-3). CITY OF RANCHO C U CAM 0 N GA CONCRETE MOWCURB ON ALL EXPOSED EDGES OF COBBLE AGAINST PLANTERS (SEE BOULDER SCHEDULE DETAILS A & C, SHEET L-3). CONSTRUCTION PLAN C -4 RIVER WASHED GRANITE COBBLES PER CITY OF RANCHO CUCAMONGA STANDARD DETAIL 0 = 3' DIAMETER BOULDERS (NOT A PART) 542 (SEE DETAIL C, SHEET L-3) DIAL BEFORE YOU DIG FOR LMD ANNEXATION C - 5 RETAINING WALL, REFER TO DETAIL D & F, SHEET L-3. ® = 2' DIAMETER BOULDERS 1-800-227.2600 VICTORIA ARBORS TRACT 16374 C - 6 AREAS REQUIRING REPAIR. REFER TO CFD / LMD PLANS REFERRED TO ABOVE FOR o _ O ,AN PIS WINE CELLAR CT ENTRY AT VICTORIA PARK LANE 18 DIAMETER BOULDERS ADDITIONAL INFORMATION. AT LEAST TWO � �r r,+. wtr�rFRs 3 b� APPROVED BY: c.-�%�f�f _G'/,�� RCE: 24963 a PLAY IT SAFE. WORKING DAYS C - 7 EXISTING DRAIN LINE (NOT PROPERLY ENDED). DIAL BEFORE DEMON PROVIDE AND INSTALL CONNECTION TO STREET. BOULDERS ARE NOT TO BE HIGHER THAN 24" YOU DIGI PRIOR TO ignat O DH REIM ABOVE GRADE SEE DETAIL D SHEET L 4 FOR o EXCAVATING e a * ORAM� Withers and Sandgren, Ltd. SEE SHEET L-3, DETAIL B, NOTE NUMBERS 2 AND 3. � � ' COBBLE / BOULDER INSTALLATION. 0 10 20 40 * Landscape Architecture PM C - 8 DRAIN OUTLET TO CURB, SEE SHEET L-3, DETAIL B, NOTE 3. SERVING NINE SOUTHERN CALIFORNIA COUNTIES ST ate DH 3467 Ocean Vtew 9outevard, suite A L-2 of 9 ATF OF Otendate, CA 91206 1" = 20' Telt (616) 236-3006 Fam (616) 236-3066 Lw 06/08/2006 PROJECT SHT. NO. OF 10 2' TO 4' RETAINING WALL - SLOPING BACKFILL 11v•eco n4��nx>ra�u.�r�x NOTES: mww' CASE 1 MORTAR EVEN WITH FLAT SIDE UP CONCRETE HEADER 1/2- RADIUS Fm _ 1500 PSI WITH NO SPECIAL INSPECTION. Iw r�x��a eal�rgJ')7EOLd .VA+rsmw+`m CURB CURS AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. EXPOSED EDGES AND FINISH PER PLAN CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4& USE 08P "TYPES" AW3•�+t[aNO�TIEF1>12fft>rl�M7 COBBLESTONE SIDEWALK 1" IN LAWNROSSINGS) STALL AT GRADE LEVEL AT SWALE MORTAR PER UBC STD. NO. 21-15. � AM r2 - �(� USE ASTM A61 S GRADE 40 STEEL MIN. GRADE 60 FOR #5 BARS AND UP. IM MrAPM NMIs r ) ) T^ a 6" 0 R 8" `�AA�jK' Brm 4 AMON �� J �' c A 4 �SEE,NOTE FINISH GRADE GROUT STRENGTH TO BE 2000 PSI MIN. PER UBC STD. NO 21-19. � y,� y �, .. .a FOOTING CONCRETE.'2000 PSI MIN. 0 28 DAYS. USE TYPE 2 CEMENT. y s t�Il�.t a►c�+aIwr�s>ro►•ar ,'a . '4 a a a . a PROVIDE 3"MIN. CONCRETE RE94R COVER FOR ANY FOOTING CAST AGAINST + v o Q v NATURAL SOIL. ' _ 3" MINIMUM CONCRETE BED I I_) =I ,•.•�• =I I I_I _) Z UNDERNEATH COBBLESTONE FOR RETAINING WALLS: t — CASE 2 BOULDER PER STD 542-A ip ( I I • I =I —_III_ USE SAND/GRAVEL BACKFILL W/SE>30. (LOCATE PER PLAN) 3' MIN. SOIL DEPTH AT _I �� rif - COBBLESTONE EDGE OF COBBLE I�� i •.Q, I- PROVIDE A ASTM C-33 3/4 GRAVEL SUBDRAIN AS SHOWN. - ' Q°P'd �— I 3 RE-BAR CONTINUOUS WATERPROFF BACKFILL SIDE OF WALL W/OBP "WATERSTOP"OR EQUAL. ' UNLESS OTHERWISE INSTRUCTEDPROVIDE PROPER SHORING DURING CONSTRUCTION. �4 GO11rT. 8'Sf/54Va GROVtED 'i1 'Fl;:!��_''••;.: ' - 0 24,o w/1w mm / �'fjQ,l�f _� 3-1/2" MINIMUM / CONCRETE BED CASE 3 --i 8"I+--24• Moslem 91""CA,*JIU-R/tl --� e" �--- 2 ' ♦ " 2" MAX. MORTARED STONE SWALE r 1 'C� 21 INFJOHT I_ DEPTH wDIV o _ ;r�.;�. r NOTES: ! _�( "�I'�i';!;%.�_ _ 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION 4"VA $MW/I4 BENEATH COBBLE W/#13 BAR 2. 8 WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY- • I - COBBLESTONE 4" CONCRETE BED CONCRETE CURB JOINTS AT 20'-0" O.C. •" (1Hr1� r�'R W/�oX�1Fir i�d�ll f�TiEA - °, , . . fes..2 YsAoPIE TLD ARAM PROVXV #4 HDRZ. CONT, _I I - ` �° p � tp�p•1MStVAL4 MAINTAINED TURF. 2' MIN. / 4' MAX. RAD. 3. CONCRETE TO BE 520-C-2500 MIN. # 24' O/C 8816 CMU SOLID ' CURB & GUTTER SEE DETAIL FOR 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE GROUTED W/ NO SPCL. � a 8" PCC MOW CURB INSPECTION READ. 'F' PER CITY STD. 534 END CONDITION AREAS, AS AN EDGE TREATMENT TO ALL NON-HAROSCAPE I/ LIMITS OF WORK, AND BETWEEN ALL TURF AND GROUNDCOVER 'E' VERT 9 EDGE 1,#Hw, c'wr. tam" 4 AREAS. OF 8' CMU - FULL ti 7DwAN090TTWh5sawbtV • 21 CL R. HEIGHT PLANTER b 'D' DOWEL @ EDGE 4xly 0 fee OC aa A MOW CURB — STD. 534 OF 8' CMU. r 4,,mmWALL ONLY h 2�' a 4' DIA. SDR 33 PERF PIPE W/ 1 CF, 16 1•C SIDEWALK HARDSCAPE • 3/4' GRAVEL WRAPPED W/ MIRAFI JOIN AT RIGHT ANGLES (TYP.) ' 140N FILTER FABRIC - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF ►�► 3' MIN. / 4' MAX. RAD. WALL W/ DPB WATERSTOP , RISER AND ATRIUM GRATE 3 e m GUTTER (3" P ♦ DRAIN NDS-90 1 0�- 1.o--- N I F1.4N WALLS 2'-8' & UNDER MAY USE OPEN FLOWIJNE • HEAD JOINTS W/ 1 CF. 3/4' GRAVEL, CC MOW CURB y� BAR IZ • �'] RAI? PER CITY STD 534 (4) #4 HDRZ, CONT, 9 3'-4' I ,/� 1 )�# F 1 I� DO W� PEP VERT T FFr L7 ---- f'1 COBBLESTONE HARDSCAPE 4" SDR 36 ` • 6 4'-0' HIGH WALLS. (3) 00,12' OEC 33' #4 HDRZ. CONT. IN 2'-e• ._QR ,.�� g" N/A N/A �° 1 2 3 CURB DRAIN DETAIL WALL. 19 . �1'�I�32'OIC 41" �i4 � N.T.S. 12 3 ��W�� ���� $P � NIA . • EXISTING CURB 24" A �¢ ��r Q� � OR WALK 4W2T4' DRAIN NOS-90 3,A¢ 2=3 ��~ .90A rEND CONDITION RISER AND ATRIUM GRATE " 1,D�_ 1.0-=` Mitt � 0!CCLASS 520-0- . '33' 4 . 01Cf44P3?' GIC 27" NOTES: 4- SDR 35 'B' 'C' 'D' DCI WEL 'E' VER T 'F' BAR `�0-0& 2 -9w ��' �~ $s� 2. RocK1. RETE SIZES, UNLESS OTHERWOISE SPECIFIED, SHALL BE: CATCH , PER PIAN BASIN BOULDERS: MAX. 3'0" - MIN. 2'0" #4232' O/C 41' COBBLESTONES: MAX. 18" - MIN. 8" WITH ONE FLAT SIDE 2 —8 2 —3 N/A 14'J N/A NIA COBBLESTONES: BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT2 q. DRAIN DETAIL 1, i#4932' O/C 49' �-�_" _'•:� 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS '0' MORTAR. 1 PART CEMENT N.T.S. 3-'-4,f 2--3' 6 14,J N/q 4 0 32 0/Cb.�— �...r.��=:;►. TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK" IS ALLOWED) i_ r #4@32' Q/C 33 . • •�.t" •.rte • ry 5. A SAMPLE AREA, MIN. 40 SQ. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO 4'-0' 6 6' #4@32' 0/C 4 Q 32' 0/C6•�- •`e• r'': Y;1 ti+ -�.�% PROCEEDING WITH REMAINING ROCK WORK. 17•J ENTER HOMES. �: �, � ,r �'� 8. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 4,-8 2''9 r 6' #4216' GIC 133 #4818' O/C 4 0 32' O/C6• pp �t �+ r 7 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE CONSTRUCTION N0TES & ESTIMATED QUANTITIES 20'J �— T!''f, NO.S 16301 & 16846 IRON CONTENT. • r f. 1•y 4� ff 8. ALL COBBLE STONE AREAS SHALL HAVE 8"x8" CONCRETE HEADER AS AN EDGE AT PLANTING. Q1 - •' 41 t " ' ' 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2XMIN. AT ALL TIMES INSTALL NDS N0. 90 RISER AND ATRIUM GRATE WITHIN THE R.O.W. Q- INSTALL 4" DIAM. SDR 35 DRAIN PIPE \ t'- I L 3Q-- CONSTRUCT CURB CORE FOR 4" DRAIN PIPE PER DETAIL ABOVE THIS DETAIL OBTAINED FROM PLANS PREPARED BY THE CIVIL ENGINEER REFER `a 4 CONSTRUCT CORE INTO BACK OF CATCH BASIN FOR 4" DRAIN PIPE PER DETAIL ABOVE (03 TO "WALL PLANS, VICTORIA ARBORS TRACT NO. 16312-16314, 16369-16374- F 6312-16314, 16369-16374"F 2' TO 4' RETAINING WALL (D) CENTEX HOMES 2' RETAINING WALL C GRANITE COBBLE — STD. 542 B PLANTER DRAINAGE DIAL BEFORE YOU DIG 1-800.227.2600PF STREET � �� M. wIrNFRs3oy��� R/W STREET d, PL T� WINE CELLAR COURT T� R/W APPROX. 5- 1 /2' 3 6' PLAY IT SAFE. WORKAT ING DAYS ST TWO 7 3 ur o EXISTING WALL VARIES EXISTING LMD DIAL BEFORE * w e UNDER TRACT 16374, YOU DIGI PRIOR TO ' CITY DWG. N0. 1981 -L a EXCAVATING sr 4 SIDEWALK 7- 1 /2 PARKWAY 8 PARKWAY s 4 SIDEWALK °rF OF 2' ° ° SERVING NINE SOUTHERN CALIFORNIA COUNTIES `' DESCRIPTION OF REVISION DATE UP SLOPE oo " 0 °� 0 RG PADNEW RETAINING °0 w° 00 ` CITY OF RANCHO CUCAMONGA ° " — WALL PER CIVIL'S PLANS $LOW to p?,4fM tTx'f''"'s CONSTRUCTION DETAILS -III DECORATIVE =I 3:1 DECORATIVE MqX COBBLE ROCK DECORATIVE COBBLE ROCK COBBLE ROCK FOR LMD ANNEXATION Ox 2.0�i �` % VICTORIA ARBORS TRACT 16374 III-1 I I--i- =i;,III-1 11,-1 I I- I =_= I -"'=1 I I;III;,III-1 - I I i-1 I I-1 1-"'� I I WINE CELLAR CT ENTRY AT VICTORIA PARK LANE -1 I I-III III r. -III- _III_ I � � � o 2 0% =1TI= : �'. APPROVED BY: G G����� DATE:=1I I=I CITY ENGINEER RCE: 249153 DEM . " DH Withers and Sandgren, Ltd. 7T ORAWN Landscape Architecture PAGE L-3 of 9 DH 3487 Ocean View Boulevard, Suite A G NOT USED E SECTION A A' Glendale, CA 91208 CHECM Teh (818) 238-3008 Faxt (818) 238-3088 DRAWM 021-�' LW 06/07/2006 L PROJECT SHT. NO. OF _ IRRIGATION LEGEND TYPICAL: GREY ITEMS SHOWN FOR T PICAL: CONNECT NEW VALVE AND VALVE CONTROL T� „ ,� SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL REFERENCE ONLY. REFER TO WIRES TO EXISTING SYSTEM PROVIDED UNDER VICTORIA RAINBIRD 1812—SAM—PRS-5 H 12» POPOP FIXED SPRAY HEAD 30 5� 20 F VICTORIA ARBORS CFD 2001-01 ARBORS CFD 2001-01, CITY DWG. NO.1877 -� � RAINBIRD 1812SAMPRS6 VAN 12 POPUP VARIABLE SPRAY HEAD 30 6 .37 - 1.2 F PLANS; CITY DWG. # 1877 AND LMD �` ' 0 RAINBIRD 1812-SAM-PRS-8 H 12" POPUP FIXED SPRAY HEAD 30 8' 52 1.05 F ANNEXATION TRACT 16374; CITY 5�� Jv �,� 1• .. -' s RAINBIRD 1812-SAM-PRS-8 VAN 12" POPOP VARIABLE SPRAY HEAD 30 8' 0.72 - 1.70 F DWG. # 1981-L. ,�� 574 C33 16 n di RAINBIRD 1812-SAM-PRS-I5EST STRIP SERIES NOZZLE 30 4'x15' .61 F LIMIT OF WORK �� ��' `' O RAINBIRD 1812-SAM-PRS-15CST STRIP SERIES NOZZLE 30 4'x30' 1.21 F EXISTING CONDITIONS. REFER _ " " TO VICTORIA ARBORS CFD VICTORIA PARK LANE NOTE: INSTALL ALL RAINBIRD HEADS WITH 180ONP NON-POTABLE PURPLE COVER 2001-01 PLANS '" "'"$ �'>,'`� , - ' SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL CITY DWG. # 1877 ��' �¢ . , 1Yi '' - - . - - - EXISTING 2" WATER METER CONNECT NEW LATERAL TO 1 EXISTING VALVE C-31. CONTRACTOR �� - LIMIT OF WORK t 4 �'i' " \y EXISTING ONDITIONS. REFER © _ — EXISTING PRESSURE REGULATOR DEVICE — SHALL NOT CONNECT NEW LATERAL " ' % ' TO VICTOR ARBORS CFD TO THE END OF AN EXI,�T,ING RUN. ,—,. STREET R.O.W. EXISTING REDUCED PRESSURE BACKFLOW DEVICE� _: ,- �-'�` �`,' � 2001-01 PLA S g � — =a CITYDWG. 1877 ® — — a- EXISTING MASTER VALVE ET-2000-40-LR-RR EXISTING 40-STATION IRRIGATION CONTROLLER, ISTI G WAL LOCATION (TYPICAL) - SEE C CALSENSE w/TP1,TP110, and LR—DOME PER CITY STANDARD DETAILS - .. < ALL P�.ANS, ICTORIA ARBORS TRACT N 16313-1631 , 16369-16374" � EXISTING FLOW METER �_ � \ � �I 1\ � � � TOP 0 SLOE o?� s � �4 ; ) a 0 - - EXISTING 3/4" QUICK COUPLER<�Area; --- 5� ,E r.„g � 1 TYPIC L(Additional Area) 20 (c_�� Additional GPM) , 1 TOE OF SLOPE r e•. �� _ TI VC BALL VALVE (TYPICAL) EXISTING PRESSURE PVC MAIN LINE - SCH. 40 FOR 1-1/2” AND z. �aN UNDER, CL. 315 FOR 2 AND LARGER - SEE PLAN FOR SIZE RECLAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE 1 ( O RAINBIRD EFB-GB NP-HAN-PRS-D - Z N p p A 1 - INSTALL �ONTROlN VA4VE BLE SIZE CON�TIOL HANDS ITH ROM A INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) LIMI 0F WORK ALERTLINE SCH. 40 NON-PRESSURE PV LATERAL LINE - SEE PLAN FOR SIZE g LI IT O WOR OR EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE - - -� _ — — _ ANY APPROVED SCH. 40 PVC SLEEVE - TWICE LINE SIZ,� MINIMUM USE 6 DIAMETER PIPE T - - - - - - 7- - - - - - - - - - - - FOR ALL MAINLINE AND 2 1f 2 LAT LS 4 FOR ALL LATERALS 2" C - -- — AND SMALLER AT STREET C OSSINGSRE�LAIMED (PURPLE) PIPE EXISTING CONDITIONS. REFER � ,1 `�,1 � � � `� WITH PURPLE WARNING TAPE TO VICTORIA ARBORS LMD \ 0 ��°L W.S. ANY APPROVED SCH. 40 PVC WIRE SLEEVE — SIZE AS NOTED ON PLANS C ANNEXATION TRACT 16374 PLANS; CITY DWG. # 1981-L. NOTE: INSTALL PURPLE NON-POTABLE, WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. ' ` y� 9� �, � VALVE SIZE - WALL LOCATION (TYPICAL) SEE "WALL ` �a \� SQ. FT. 2• 62 GPM PLANS, VICTORIA ARBORS TRACT NO. ' ' B14 1 16312-16314, 16369-16374" � � VALVE NUMBER > \ v b. KEY MAP �-r1 II i Ill \ 1 II\ AVAILABLELAND TRACT 16374 I CL IY POINT-OF-CONNECTION: "C•. GENERAL VALVE NOTE: o CONTRACTOR SHALL NOT INSTALL ANY VALVES IN COBBLE AREAS. (Refer to CFD 2001 -01 Victoria Arbors Plans, Sht. L-40) CONTRACTOR SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY.DWg # 1877) LONG-MEA p0w V FOR IRRIGATION NOTES SEE SHEET L-5. METER SIZE AND ELEVATION: 2" Meter, Elev. Approx. 1261.43 MAX FLOW: 70 GPM _ _-- STATIC PRESSURE (HIGH/LOW): H 72/ L 65 SLEEVING NOTE: T HGL: 1408 CONTRACTOR TO TERMINATE ALL WIRE AND LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO PLANTER AREA. NO SLEEVES TO BE SYSTEM DESIGN PRESSURE: 85 psi (Pump Required) TERMINATED UNDER HARDSCAPE. CONTRACTOR WILL BE BOOSTER PUMP SYSTEM / MODEL NO.: SEE SHEET L-30, CFD 2001-01 PLANS RESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE PRIOR TO BOOSTER PUMP SIZE: SEE SHEET L-30, CFD 2001-01 PLANS INSTALLING SLEEVES. DESCRIPTION OF REVISION DATE woe 230 VAC 1 PHASE 60 HZ TO BOOSTER PUMP - SUPPLIED BY OWNER SOURCE AT CVWD: RUSSELL SILVA I HUGO BORJA CITY OF RANCHO CUCAMONGA DATE INFO OBTAINED: 12/05/2002 ; 04/28/2003 ; 10/16/2003 IRRIGATION PLAN THIS IS A RECLAIMED SYSTEM. DIAL BEFORE YOU DIG FOR LMD ANNEXATION 1-800-227-2600 VICTORIA ARBORS TRACT 16374 O IAN P$ WINE CELLAR CT ENTRY AT VICTORIA PARK LANE q VVI ryFRs APPROVED BY' / DATE: PLAY IT SAFE. AT LEAST TWO ? �� CITY ENGINEER RCE: 24963 DIAL BEFORE WORKING DAYS OESa�I PRIOR TO YOU DIGIo EXCAVATING 9 r07 DH 0 10' 20' 40' �Ir e e � a. * Withers and Sandgren, Ltd. S itr�tAD Landscape Architecture PAS SERVING NINE SOUTHERN CALIFORNIA COUNTIES a e 3467 Ocean View Boulevard, Suite A L-4 of 9 qTF OF CA���� Glendale, CA 91208 1" 20' CHwa TN: (816) 236-3006 raxt (613) 236-3066 ORM" 140� LW 06/08/2006 PROJECT SHT. NO. OF IRRIGATION NOTES PROJECT NAME; Victoria Arbors-Victoria Park Lane 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD, IS REQUIRED AT ALL between Long Meadow Drive and Wine Cellar Court TO SPRINKLER - ANGLE PIPE TO POINTS OF CONNECTION. 'THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY 638 SPECIFIED DEPTH WITH 49' ELLS ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND HARDSCAPING(SEE NOTE 4) SCH 40 PVC MALE ADAPTOR SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND Valve#: C33 04111A)6 SCH 80 PVC UNION • _�T�• W� PR001r INSTALLATION PROCEDURES. GPM' 16 �} Z PVC NIPPLE NNECT RS i� E�auuaatt ELECTRIC CONTROL VALVE STATIC PRESSURE lilgh: 1 72 - - -_ PLASTIC VALVE BOX (PURPLE NON-POTABLE) 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A Low: 65 - MARKED "IRRIGATION RCV" PRESSURE REGULATOR(IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, Person Spoken to: Russell Sipa ' I- (CARSON IT EQUAL) ETCHED LLER FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED Company: CCWD(CVWO} �- AND VALVE SEQU04CE PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, Phone Number: 981-2591 Dat®: 1215/2002 �• I MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE HGL: 1408 - CLEAN BACKFILL - SEE �, [--I FINISH GRADE SPECS. FOR MATERIAL EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. Total .� I- 909 COMPACTION REQUIRED Equipn*nt 3iz Length GPM PSI Loss r SIDEWALK 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK Meter 2" Or 16 0.80 RECLAIMED 'DO NOT DRINK' CGS-1 SIZE 1 THROUGH 6 STAINLESS STEEL ENCLOSURE WITH LOCK, AND SHALL BE Backttow Device 2" •••••••••••-••-•. E-WARNINO ( ) C� 1� 12.00 TAPE ON TOP Of � INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER Mainline 2-1x2" 518' ® 18 0.47 M ;•; :;. ; MAINLINES AND LITERAL LINES. POSSIBLE. Mainline 1.114" 25' (cra 16 0.38 - pROVIOE ef' MIM,SAND y PIG TAIL EXPANSION Master Valve 2" (c� 18 1.00 _ �''''''''' _ BEDDING AND si wDINo ^ LOOP (MIN. 24' LONG) Flow Sensor 2" ® 16 1.00 CONTROL WIRE SLEEVE - BRASS ANGLE 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED SIZE PER PLAN INSTALL FLOW Gate/Ball Valve 2" ® 18 1.00 ADJACENT TO PRESSURE VALVE W/UNK)N AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING Control Valve 2" 16 1.38 �- SUPPLY LINE 3 3/4" WASHED AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER Lateral Lines-Sch.40 2-1/2 0' ® - 0.00 T „' CRUSHED AGGREGATE 2" 0' ® - 0.00 -I U�T1ffl_pilji ��- PRESSURE SUPPLY LINE SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND 1-1I2" 0' (c� - 000 I iI SLEEVE -oFZREssuE . SCH 80 PVC NIPPLE ARCHITECTURAL FEATURES. t-114" 55' 16 0.83 T SUPPLY LINE SCH eo UNION „ � 6 TYP. 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT AP 314" 88' 8 4.0.510 NON-PRESSURE LATERAL CONTROL dr COMMON WIRES N THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE SUBTOTAL: 23.35 LINE SLEEVE - SIZE TWICE NOTES: DIAMETER Of NON-PRESSURE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE Loss through fittings 10% 2.34 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 8. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND Sprinkler head PSI needed 1 30-001 3. ROUTE SLEEVINO AROUND HANOICAP RAMPS. BRASS NIPPLE Elevation change 14.55 ft 8.30 4. PIPING UND�R P:VPENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE STD. No. 120�24 MIN. To 38 MAX DEPTH To TOP OF PIPE BELOW SCH 80 PVC SXSXT TEE TOTAL SYSTEM LOSSES: 61.99 STRUCTURAL S cTK)N . PRESSURE SUPPLY LINE REPAIR/REPLACEMENT,AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID S. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. NOTES: UNDERGROUND FACILITIES. LOWEST STATIC PRESSURE AVAILABLE: 65.00 S. USE MAXIMUM LENGTH Of PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 7. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC"C' 20.00 4.PLACE AGGREGATE PRIOR TO IVE BOX AT RIGHT NGLES TO TK)NTRU VALVE OR HARDSCAPINO. BOOST CAN BE SETUP TO oo PSI 5. ATTACH PLASTIC IDENTIFICATION TAO WITH APPROPRIATE CONTROLLER AND OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. TOTAL RESIDUAL PRESSURE: 16.99 VALVE NUMBER. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) I P RESSURE LOSS CALCULATION F NOT USED CC) SLEEVING - STD. 533 (�) CONTROL V (RECLAIMED) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER PROJECT NAME: Victoria Arbors-Victoria Park Lane HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. between Long Meadow Drive and Wine Cellar Court ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 638 4'LAYER OF MULCH POTABLE 1800 SERFS CWER(PURPLE) MULCH TO TAPER AWAY 1 4'ABOVE An GRADE 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE Valve : C31 1 06I07A76 FROM HEAD /-MULCH TO THE FARTHEST REMOTE CONTROL VALVE (RCV)ON EACH BRANCH. PIGTAIL EACH GPM:165 �= r;:,r.,,_,�s,,, ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR FINISH SOIL GRAM IRRIGATION - IRRIGATION WIRING. STATIC PRESSURE High: 72 Low: 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK Person spoken to, RusseN Silva TURF AND 2 INCHES OF WATER PER WEEK GROUNDCOVER/SHRUBS APPLIED FOR 8Phone' Company:CCW (GVW ) _ ( ) ( ) Phone Number: 98 -2591 BACKFILL - SEE HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY Date: 12/&2M = SPECS. FOR MATERIAL 907t COMPACTION REWIRED ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. "C' 14°8 - N ` RECLAIMED WARNINGAPE o TTOP DRINK' Total - = MAINLINE AND LATERAL LINES. 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT E ui men SIz2 Length GPM PSI Los I NON-PRESSURE LATERAi. LINE: EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS Meter2" ® 6g 12.00 TRENCH ® 65 3.20 _ = SCH. 40 SNAKE PIPE IN SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER t Backflow Device 2" .� _Mainline 2-1 rt 226' @ 65 2.78 - PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL Master Valve 2" 65 1.05 - PRESSURE SUPPLY UNE: BE BROUGHT TO THE ATTENTION OF THE CITY. Flow Sensor 2" ® 65 1.00 - PIE• IN CENCH5 SNAKE Gate/Ball Valve 2" ® 65 1.00 12. AUTOMATIC CONTROLLER TO BE A(EXISTING)CALSENSE ET2000-40-LR(LOCAL Control Valve 2" 65 1.48 ' -' CONTROL WIRES - BUNDLE RADIO)/RR, W/TPi, TPI 10 AND LR DOME INSTALLED WITHIN A STRONGBOX(SB)24SS/120 Lateral Lines-Sch.40 2-1 r2" 53' 56 0.50 AND TAPE AT 15' O.C. AND i INSTALL ADJACENT TO VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT 0' 0.00 l,,+l 40 PVC - �- PRESSURE SUPPLY UNE (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND 1-114" 30 ® 30 0.68 TNKON-PRII 0' STREET Ell' gp - _ 1-114" 15' ® 21 0.38 G � STREET I <s• nP �" PROVIDE s' MIN. Of SAND 72 ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN 1" 17' ® 12 0.57 BEDDING AND SHADDING ACTUENCLOSURE. SYSTEM SHALL BE OPERATIONAL AL LOCATONOF THE ENCLOSURE TO BE AS DORECOTHE CITY'S ACCEPTANCE.TED BY A REPRSENTATVE OF SUBTOTAL: 314" 53' C� 8 2y36 NPOTAB (2) THE CITY. Loss through fittings 1096 2.74 ANTi-DRAIN VALVE AS REQUIRED NOM, 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS Sprinkler head PSI needed 30.00 NOTE: 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18' MIN. DEPTH Elevation change 11.11 ft 4.81 i. TO B"FROM WAU(S,CURBS, HARDSGWINO, MOWSiRIPS, AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION �O1AVY14, 3' AND LARGER 24' MIN. DEPTH CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, TOTAL SYSTEM LOSSES: 64.91 Z USE TMON TAPE ON ALL MICE THREADS. 3. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. 3. INSTALL HEADS WITH INTER K CHECK VALVE AND PRESSURE COMPENSATING COORDINATED AND PAID FOR BY THE DEVELOPER. LOWEST STATIC PRESSURE AVAILABLE: 65.00 FEATURE AS PER THE IRRIGATION pLAX 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC"C 20.00 4. HEAD CONNECTION Ai BOTTOM INLET ONLY. BOOST CAN BE SET UP TO CO PSI AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. TOTAL RESIDUAL PRESSURE: 19.91 CFTY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS '/4"ABOVE FINISHED GRADE. L IRRIGATION NOTES J PRESSURE LOSS CALCULATION NOT USED (D) HI-POP - B TRENCHING - STD.GSHRUB SPRAY STD. 539 532 XERISCAPE ASSESSMENT SYSTEM SUMMARY Lp,NDSCAPF � WFryFRs Rey? POINTS REFERENCE 'SNAP-nn' wArt.RPRoof CLAIMED (Sheet #/Ref. #) CONNECTOR OR EQUAL gnat . WIRE SERVICE LOOP (LOOP a 131ew 0� APE POINTS ENOUGH eIREETTOOE GRAM WIRE ate A. Water-conserving plants 20 L-6 & B. Turf limited to 25% 20 L-6 SPLICE BOX CLOCKING TOP EETTCHI ED3.B.' `srQr a C. Plants grouped by watering need 10 L-6 F OF CA�� m D. Hardscape (non-irrigated) surfaces 10 L-2 AT GRADE IN LAWN AREA E. Low-water turf varieties 0 - 3 IN E DS F. Mulch provided in non-turf areas 5 L-6 G. Soil amendments 5 L-6 12' X 18' GREEN PLASTIC METER DESCRIPTION OF REVISION DATE *pWpr TOTAL POINTS CLAIMED: 80 BOX. CARSON OR EQUAL Minimum points required: 60 cc CITY OF RANCHO CUCAMONGA 11. IRRIGATION POINTS IRRIGATION DETAILS A. Low-gallonage irrigation system 20 L-4 B. Automatic controller 20 L-4 24 VOLT WIRES. TAPED AND FOR LM D ANNEXATION C. Designed to water plants by watering needs 10 L-4 BUNDLED AT 16 RT. INTERVALS VICTORIA ARBORS TRACT 16374 D. Rain sensors 5 L-4 2 cu. Fr. PCA GRAVEL E. Wind sensors - WINE CELLAR CT ENTRY AT VICTORIA PARK- LANE F. Sensitive to slope factors 5 5 L-4 �'�� APPROVED BY. DATE. � CITY ENGINEER /( RCE: 24963 TOTAL POINTS CLAIMED: 60 RODOWNWOM Minimum points required: 60 `` o�oar DH 6,91 IDIRWithers and Sandgren, Ltd. H Landscape Architecture PAL- R_ CE DH of 9 341x7 Ocean View Boulevard. Suit• A -5 M XERISCAPE ASSESSMENT K NOT USED H NOT USED E Glendale, �, 91203 t (81 24 VOLT SPLICE - STD. 540 Tell (8,°' 236.36/ F20 (4,11, 23L1_3olie i �i�.. LW os/o�/2oos .; . PROJECT SHT. NO. OF TREELEGEND -� ' f SIZE/ SYMBOL BOTANICAL NAME COMMON NAME SPACING QTY REMARKS LIMIT OF WORK a, TYPICAL: GREY ITEMS SHOWN FOR REFERENCE ONLY. REFER TO M VICTORIA ARBORS CFD 2001-01 VICTORIA P RK LANE S-3r;;„ ,, 4 , � T - I LAGERSTROEMIA INDICA CATAWBA CRAPE MYRTLE HYBRID 24 BOX / 3 MATCH QUALITY OF EXISTING PLANS; CITY DWG. # 1877. r 6 � r �� �� - MIN. 20' O.C. STREETSCAPE PLANTING a Y,. f n* yI Ali EXISTING CONDITIONS. REFER TO VICTORIA ARBORS CFD LIMIT OF WORK �xl \y // 2001-01 PLANS , � , EXISTING ,ONOITIONS. REFER CITY DWG. # 1877 \ — TO VICTOR ARBORS CFD STREET R.O.W. S-1 _ ��i �� 2001-01 PLA S 6 v CITY DWG. 1877 SHRUBLEGEND ISTI G WAL LOCATION (TYPICAL) - SEE SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY REMARKS ,ti, 11 ALL P�ANS, ICTORIA ARBORS TRACT N . 1631 -1631 , 16369-16374” °° + \ TOP SLOE I ® S - I LANTANA CAMARA ' DWARF WHITEDWARF WHITE LANTANA I GAL, 26 4' O.C. (TYPIC L) \ j - TOE OF SLOPE 1 / / , 20� \L.7 ��` I r; —� (TYPICAL) S - 2 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 5 15' O.C., TRAIN TO WALL, REMOVE STAKE 1 \ S - 3 ROSMARINUS OFFICINALIS 'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 5 GAL. b b' O.C. —' dj S - 4 SALVIA GREGGII 'PINK' PINK AUTUMN SAGE 5 GAL. 14 4' O.C. +� �� 1'� S-4 14 S - 5 WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL. II 4' O.C. LI IT 0 WORK I —1— 3 � - - - - - - -- - , EXISTING CONDITIONS. REFER �r T — TO VICTORIA ARBORS LMD IMIT OF WORKYMBO 1 , ANNEXATION TRACT 16374 \ � , � PLANS; CITY DWG. # 1981-L. QTY 1 WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA ARBORS TRACT NO. 16312-16314, 16369-16374" �� \ 1 � 1 SEE PLANTING NOTES SHEET L-7, DETAIL G. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND r' SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY V '� STANDARDS AND DETAILS. SEE SHEET L-7, DETAIL C FOR SPECIFIC INFORMATION. Z 0 � W I NOTE: CONTRACTOR TO PROTECT AND PRESERVE EXISTING HARDSCAPE, IRRIGATION, AND PLANTING, EXCEPT WHERE NOTED. KEY MAP CONTRACTOR RESPONSIBLE FOR REPAIR AND REPLACEMENT-IN-KIND OF ANY DAMAGE TO EXISTING HARDSCAPE, IRRIGATION AND PLANTING DUE TO NEW CONSTRUCTION. I \� WINE CELS-- I 1 1 I,I 1 AVAILABLE LAND TRACT 16374 IY 1 'a i ' i 1 LONG-MSA OW-. �T DESCRIPTION OR REVISION DATE AppWjM CITY OF RANCHO CUC;AMONGA PLANTING PLAN DIAL BEFORE YOU DIG FOR LMD ANNEXATION 1-8W-227.2600 VICTORIA ARBORS TRACT 16374 DpF , WINE CELLAR CT ENTRY AT VICTORIA PARK LANE � �r M, wiryfR� � APPROVED 9Y: AT LEAST TWO '�� CITY ENGINEER /( � RCE: 24963, PLAY IT SAFE. WORKING DAYS DIAL BEFORE PRIOR TO on" YOU DIG! a EXCAVATING � 3g ��' DH ren, Ltd. 0 10' 20' 40' * w a• Withers and Sand* 7r DRAM9 PAS SERVING NINE SOUTHERN CALIFORNIA COUNTIES s DH Landscape Architecture a• L-6 of 9 T �P 3461 Ocean View Boutword. Suti� A ATF " 3Fa (ab �►1 = 20' OF CHEOM Tel: (813) 26-3006 m ) 236-3066 * LW 06/08/2006 �- PROJECT SHT. NO. OF NOTES: 1. REMOVE NURSERY STAKES " 2 STAKES BE PLUMB AND 4 OF COMPACTED WOOD CHIP (� MULCHIF I I . s. ST �RTREE rPERPENDICULAR HARDSCAPING (CONCRETE HEADER, v N CURB & GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE n ^\ f s QBE' TOP TIE TO BE PLACED AS 7LOW AS POSSIBLE ONTHETHE F1 Q(INOT00/T11[TREE WBUT TOP OF STAKES BELOW d- NOT $O LOW AA33 TO LOSE HEAD OF TRE[ WHERE SUPPORT HEAD TO 0 '� SPECIES GROWTH HABIT PERMITS. THE _ DROP MAIN TRUNK (2) SETS OF CINCH TIES SPACED 24' T� T7f TTS 7- APART, AT TAG WITH GALVMNZED -1 11-I 1 I-I 1 1 -1 1 I-I SCREWS TO r>� LODGE POLES. REFER TO XERISCAPE ASSESSMENT SUMMARY - — ' Ir MAX. 2' DIA, LODGE POLE PIN STAKES 01.1 WITH WOOD PRESERVATf STAIN, SEE SHEET L-S, DETAIL M SHOVEL CUT EDGE COMPACTED UNNDIISTUURRIVE A BED SOIOF L AND POSIITION NATIVE SOIL 40 STAKES OUTSIDE ROOT BALI. 4 ARBOR GUARD IN TURF AREAS AND FRONT YARDS. TOP Of R001BALL TO EXTEND 2' ABOVE FINISH GRADE TIGHTLY COMPACTED Y BERM TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVEA INSTALLATIONS. LOCATE NOTES: OUTSIDE OF PLANT PIT. BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL ACCEPTANCE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. _ 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT , BACKFILL WITH NO TO REMAIN THERE. ROCKS GREATER THAN 3' DIA. NATIVE SOI. UNDISTURBED I_ TWICE ROOT BALL WIDTH K NOT USED H NOT USED F — 5-09 XERISCAPE ASSESSMENT C MULCH INSTALLATION STD, A DOUBLE STAKED TREE — STD*502 PLANTING NOTES ONE HALF OF SPACING � 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH LIMIT OF PLANTER AREA REQUIREMENT TIGHTLY COMPACTED 3" BERM TO FORM PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE DEPRESSED WATERING BASIN. FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. EXTEND 2" ABOVE NO WOOD CHIP MULCH SHOULD BE 2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT FINISH GRADE OVER THE ORROOTBALLALLOWED TO REMAIN PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 3.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES, STRUCTURES,ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 4.NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE Q� I PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK �pJ ,T I ROOT BALL APPROVED BY THE CITY. 5.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE EQUA r PLANT PIT TO BE (2) TIMES THE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT �� �j�{'_ � I TTj' WIDTH OF THE ROOT BALI.. TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. ! 6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED NOTE: 11 LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL lT''�TTT TTT TTT—�Tf TTT CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON BACKFILL WITH NO OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER THAN 3" DIAMETER. 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER UNDISTURBED NATIVE SOIL.. REQUIRED. SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 8.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC NOTES: LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE OF ROOT BALL.. DO NOT CRACK ROOT BALL.. REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. LEGEND ARE ESTIMATES ONLY. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL LAMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE NOTUSED I NOT USED SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED GROUNDCOVER SPACING STD.508 —RATESPERI,000SQ.FT. CONTAINER PLANTING STD*506 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125 IBS GRO-POWER PLUS �STORM DRAIN / �CATCH BASIN BCR 1��PF wlryF q ti 11, LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, j UNDERGROUND AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS j UTILITIES HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP 5' MULCH#3. MIN. ur w 31 0 Z AVAILABLE FROM: SIDEWALK UTILITY * — e e a a � , ; ARTESIA SAWDUST L 13434 ONTARIO AVE., ONTARIO,CA 91761 U u SJ• a T' NR' (909)947-59831 fax(909)923-7208 ~ � ATF OF CAS-�FO� METER 10' 5' 06 MIN. MIN. \ 5' L CURB AND GUTTER MIN. SEE NOTE 1 DESCRIPTION OF REVISION DATEaw SIDEWALKA 0 CITY OF RANCHO CUCAMONGA 0Q� I DRIVE s.L. � � ' x APPROACH 0 0p h NeL DIAL BEFORE YOU DIG -r- IG5' S' S' ,o' i, ,o' CURB AND GUTTER 1-800.227.2600 MIN. MIN IN. MIN. "; PLANTING DETAILS O -UNDERGROUND FOR LMD ANNEXATION STRUCTURE eg. NOTES: TRANSFORMER VAULT. VICTORIA ARBORS TRACT 16374 PLAY IT SAFE. i. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER DIAL BEFORE WORKING DAYS LEAST TWO 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE—OF—SIGHT CRITERIA AS APPROVED WINE CELLAR CT ENTRY AT VICTORIA PARK LA E YOU DIGI PRIOR TO BY TRAFFIC ENGINEER. o EXCAVATING 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES. APPROVED BY: IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY OWNED WATER & SEWER LATERAL LINES. CITY ENGINEER RCE:• 24963 S 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. DEM SERVING NINE SOUTHERN CALIFORNIA COUNTIES 3. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. DI I 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PIANS. Withers and Sandgren, Ltd. P AGE DH Londscope Architecture L-7 Of 9 J 3401 Ocean View Boulevard, Suit. A NOT USED G P LA NT I E TREE PLACEMENT — ST D e 5 01 T.i� e,a 23 lendcle fcz T 208 230-30Ge ow►wwvNG NOTES ( ) ( ) I I"w 06/07/2005 / I L— PROJECT SHT. NO. OF GENERAL CONDITIONS CITY OF RANCHO CUCAMONGA 2. The Contractor shall make neat and legible notations on the record drawing 1.05 SUBSTITUTIONS D.Brass Pipe and Fittings: 2.A backboard shall be secured to the controller enclosure housing to provide a base for PLANTING AND IRRIGATION SPECIFICATIONS progress sheets daily as the work proceeds, showing the work as actually installed. 1. Where indicated on the Drawings,use red brass screwed pipe conforming to mounting the automatic sprinkler controller and terminal strip. A. CONTRACTOR DOCUMENTS: shall consist of specification and A. If the Contractor wishes to substitute an equipment or Federal Specification#WW-P-331. 3.A 117 volt duplex box shall be provided with an On/Off switch,and a 117 volt receptacle. For example, should a piece of equipment be installed in a location that does not Yp p p itsgeneral conditions and the drawings. The intent of these documents is to SPRINKLER IRRIGATION SPECIFICATIONS p equipment has been relocated in materials for the equipment or materials listed on the Drawings and 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 match the lar,the Contractor must indicate that housing shall be properly phased. include all labor, materials, and services necessary for the proper a graphic manner so as to match the original s mbols as indicated in the irrigation Specifications, he may do so by providing the following g p p Y execution of the work. The documents are to be considered as one. PART 1 -GENERAL g pYE.Copper Pipe and Fittings: 4.A terminal strip shall be provided,clearly indicating the proper pionts of connection of all information to the City of Rancho Cucamonga for approval: p Type pe Whatever is called for by any parts shall be as binding as if called for all legend. The relocated equipment and dimensigns will then be transferred to the 1.Pipe: T e K,hard tempered. appropriate wiring(station valves,master valve,common,central control). parts. 1.01 DESCRIPTION original record drawing plan at the proper time. 2.Fittings: wrought copper,solder joint type. 1. Provide a statement indicating the reason for making the 3. Joints shall be soldered with silver solder,43%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 through the city for obtaining said sepia 1. Ball Valves mylar or similar mylar material. All work shall be in waterproof India ink and 2. Provide descriptive catalog literature,performance charts and PART 3 -EXECUTION shall notify the City Inspector imrnediately. The Contractor shall be held a. Ball valves shall be a plastic PVC valve with threaded ends and 3.01 OBSERVATION OF SITE CONDITIONS applied to them lar b a technical en made expressly for use on m lar flow charts for each item to be substituted. responsible for any damages or loss due to his failure to observe these B. Standards: All work and materials shall comply with governing codes, pp Y y p p y Y shall be equipped with a stainless steel handle. A.All scaled dimensions are approximate. The Contractor shall check and verify all size instructions. safety orders, standards, and regulations, and meet the minimum material. Such pen shall be similar to those manufactured by Rapidograph b.Ball valves shall be S a 3. Provide the amount of cost savings if the substituted item is pears XXX or approved equal. dimensions and receive approval from the City of Rancho Cucamonga prior to requirements of the Standard Specifications For Public Works Kueffel&Esser,or Faber Castell. The dimensions shall be made as to be easily c.All Ball valves shall be installed per detail. proceeding with work under this Section. readable even on the final controller chart see Section C . The original m lar approved. C. MATERIALS, MACHINERY, EMPLOYEES: Except as otherwise Construction(Green Book) latest edition. ( ) Y B. Exercise extreme care in excavating and working near existing utilities. The "record drawing"plan shall be submitted to the City of Rancho Cucamonga for 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, l th ll h h n cam of Rancho C The City Cucamonga shall have e sole 1.Quick coupling valves shall be Rainbird 33DNP or approved equal. and other items necessary and incidental to the completion of his work. 1.02 QUALITY ASSURANCE &REQUIREMENTS approval prior to the completion of the controller chart. B. operations or neglect. Check existing utilities drawings for existing utility locations. 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 4. The Contractor shall dimension from two 2 permanent points of reference, approved equal to the equipment and materials listed on the and type shall be as shown on the Drawings. interference with utilities or other construction or difficulty in planting trees,shrubs, D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an A. Permits and Fees: The Contractor shall obtain and pay for any and all O p Drawings and Specifications. and ground covers. adequate survey of the property. The Contractor shall obtain and a for permits and all observations as required. such as building corners,sidewalk edges,road intersections,etc.,the location of D. The Contractor shall carefully check all grades to satisfy himself that he may safely q Y p P Y• pay q H.Backflow Prevention Units: all pen-nits and comply with all laws and ordinances bearing on the the following items: 1.Backflow prevention unit shall be of size and t indicated on the irrigation operation or conduct of the work as drawn and specified. If the Contractor B. Manufacturer's Directions: Manufacturer's directions and detailed 1.06 GUARANTEE drawings. Intall backflow prevention units in accordance with the Drawings. proceed before starting work on the irrigation system. observes that a variance exists therewith he shall promptly notify the City drawings shall be followed in all cases where the manufacturers of articles a. Connection to existing water lines. A. The guarantee for the irrigation system shall be made in 2.Wye strainers at backflow prevention units shall have a bronzed screwed boy 3.02 PREPARATION Inspector in writing and any necessary changes shall be adjusted as used in this Contract furnish directions covering points not shown in the b. Connection to existing electrical power, with 60 mesh monel screen and shall be similar to Bailey#10013 or approved A.Physical layout: accordance with the attached form. The General Conditions and equal.provided in the contract for changes in the work. Drawings and Specifications. c. Gate valves. q 1.Prior to installation,the Contractor shall size stake out all pressure supply d. Routing of sprinkler pressure lines(dimension max. 100'along routing). 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. 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. l governing body as to material type and installation installation. Contractor shall adequately protect the work, adjacent property and the rules and regulations governing or relating to any portion of this work are f. Routing of control wiring and locations of all splice boxes. B. A copy of the Guarantee form shall be included in the procedures prior to start shall verify with the local construction. Submit shop drawing for approval. public and shall be responsible for any damages or injury due to his act. hereby incorporated into and made a part of these Specifications, and their g. Quick coupling valves. operations and maintenance manual. H.Water Supply: 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 City Inspector may order changes these Specifications shall not be construed to conflict with any of the i. Other related equipment as directed by the City of Rancho Cucamonga. 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings. C. The guarantee form shall be re-typed onto the Contractors 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 following information: construction with replaceable composition,neoprene,or rubber disc and shall 2.Connections shall be made at the approximate location(s)shown on the Specification WW-V--SID orders and adjustments plus claims by the Contractor for extras must be these Specifications and Drawings call for or describe materials, S.On or before the date of the final field observation,the Contractor shall meet or exceed Federal S p ,Class A,Type IV. Drawings. The Contractor is responsible for minor changes caused by actual made in writing before executing the work involved. workmanship, or construction of a better quality, higher standard, or deliver the corrected and completed sepias to the City of Rancho Cucamonga. 2.Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. site conditions. 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 GUARANTEE FOR IRRIGATION SYSTEM thread inlet and outlet. Internal parts shall be stainless steel and neoprene.Anti-drain valve shall be field adjustable against drawout from S to 40 feet of 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. g C.Electrical Supply: 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 1. Except as noted otherwise,connections between the automatic controllers and site conditions. neglect excepted. We agree to repair or replace any defects in offsets, fitting, sleeves, etc.,which may be required. The Contractor shall before controller charts are prepared. material or workmanship which may develop during the 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 U.F. 600 volt. Control wiring installed in control wire conduit within structure 3.03 INSTALLATION pp wire. Pilot wires shall be a A. Trenching: er 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. one year from date of acceptance and also to repair or replace any shall be made with AWG-TW solid co g: 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 regarding the method of construction, quantities or quality of materials diagrammaticno additional costs to the City. We shall make such repairs or white with a different color stripe for each automatic controller. Install in and indicative of the work to be installed. The work shall be 3. The chart shall show the area controlled by the automatic controller and shall p pipe to an even grade. Trenching excavation shall follow layout indicated on 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, 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.after receipt of written notice. In the event of our failure to make shall wire size be less than#14. 2.Provide for aminimum of twenty-four(24)inches cover for all irrigation 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. I. 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. pay the costs and charges therefore upon demand. together at intervals of fifteen(1 S)feet. 4.Provide for a minimum of eighteen(18)inches cover for all pressure supply samples of materials for conformity to specifications at any time. The specifications. PROJECT: 4.An expansion curl shall be provided within three(3)feet of each wire lines of two and one half(2'h")inches or smaller p g p S.Provide for a minimum of twelve Contractor shall furnish samples upon request by the City Inspector. S. The chart shall be a black line or blueline ozalid print and a different color connection. Expansion curl shall be of sufficient length at each splice (12)inches for all non-pressure lines. Rejected materials shall be immediately removed from the site and 3. The Contractor shall not willfully install the irrigation system as shown shall be used to indicate the area of coverage for each station. : bonnet may connection at each electric control valve,so that in case of repair,the valve 6.Provide for a minimum cover of eighteen(18)inches for all control wiring. replaced at the Contractor's expense. The cost of testing materials not on the Drawings when it is obvious in the field that obstructions, grade LOCATIONY be brought to the surface without disconnecting the control wires. 7.Refer to City Standard 120 Trench Repair when within City streets meeting specifications shall be paid by the Contractor. differences, or discrepancies in area dimensions exist that might not have 6. When completed and approved,the chart shall be hermetically sealed between Control wires shall be laid loosely in trench without stress or stretching wire susceptible to traffic loads. been considered in engineering. Such obstructions or differences should SIGNED: conductors. two pieces of plastic,each piece being a minimum 20 mils. S.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. 6. Field splices between the automatic controller and electric control valves will loam,sand clay,sand, or other approved materials free from large clods of earth or stones. g Y PHONE: DATE OF ACCEPTANCE: Y Y pp g 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 and project work schedule. 1.03 SUBMITTALS D.Operation and Maintenance Manuals: undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips,sunken K.Automatic Controller: areas,humps or other surface irregularities. 2. A fine granular material backfill will be initially A. Material list: PART 2 - PRODUCTS 1.Automatic controller(s)shall be of size and type shown on the Drawings. placed on all lines.No foreign matter larger than one- half(2)inch in size will be permitted in the 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. 1. The Contractor shall furnish the articles, equipment,materials, or days prior to completion of construction,two hard-cover,three ring binders A. General: Use only new materials of brands and types noted on Rancho Cucamonga. 3.Flooding of trenches will be allowed only with approval of the City of Rancho Cucamonga processes specified by name in the Drawings and Specifications. No 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, substitution will be allowed without prior written approval by the City of 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 Rancho Cucamonga. 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, and which lists each installed equipment and material item including names and Class 315. L.Electric Control Valves: C. Trenching and Backfill Under Paving: 2. Complete material list shall be submitted prior to erfornin an addresses of manufactures local representatives. 2. Class 315 pipe shall be made from an NSF approved'Type 1, p p P g Y 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. D1784. All pipe must meet requirements asset forth in Federal 2.All electric control valves shall have a manual tlow 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 guide to proper submittal fornat: 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 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 J Y � g grade. The Contractor shall set in place, Item No. Description Manufacturer Model No. 2. In addition to the above mentioned maintenance manuals,provide the City's 4. Schedule 40 pipe shall be made from NSF approved Type 1, 1.Use 10"x 10-3/4" round box for all gate valves. Carson Industries#910-12B cap and pressure test all piping under paving prior to the paving work. maintenance personnel with instructions for major equipment and show evidence Grade 1 PVC compound conforming to ASTM resin specification with green bolt-down cover or approved equal. Extension sleeve shall be PVC 2.Generally,piping under existing walks is done by jacking,boring,or hydraulic in writing to the Cit of Rancho Cucamonga at the conclusion of the D 1785. All pipe must meet requirements asset 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 g Y g p p q project that this 2.Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. Carson necessary,it shall be done and replaced by the Contractor as a part of the 2 Automatic Controller Calsense ETI-24 -DR s service has been rendered. Specification PS-21-70. Industries# 1419-12B witheen bolt-down coa a S. PVC solvent-weld fittings „� ver or approved equal. Contract cost. Permission to cut or break sidewalks and/or concrete shall be 3 Master Valve Superior 3100 RCV gs 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 City of Rancho Cucamonga. No hydraulic driving will be 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 pennitted 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. listed and should include solvent,pruner, wire, connectors, valve,boxes, manufacturer. within on-grade landscaped areas. Carson Industries# 1419-12B with green etc. No copies of manufacturer's literature (catalog cuts)are required as a.Two(2)sets of special tools required for removing,disassembling and 7. All PVC pipe must bear the following markings: bolt-down cover or approved equal. submittal information. adjusting each type of sprinkler and valve supplied on this project. a. Manufacturer's name 3. Use 10"x 10-1/4"round box for all quick coupling valves installed within on- b.Two(2)four-foot valve keys for operation of gate valves. b. Nominal pipe size structure landscaped areas. Carson Industries No.910-12B with green bolt- 3. Equipment or materials installed or furnished without prior approval c.Two(2)keys for each automatic controller. c. Schedule or class down cover or approved equal. of the City of Rancho Cucamonga may be rejected and the Contractor may d.One(1)quick coupler key and matching hose swivel for every five(S) d. Pressure rating in P.S.I. N. Sprinkler Heads: be required to remove such materials from the site at his own expense. or fraction thereof of each type of quick coupling valve installed. e. NSF(National Sanitation Foundation) approval 1.All sprinkler heads shall be of the same size,type,and deliver the same rate of f. Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as DESCRIPTION OF REVISION DATE APP�p� 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. product or products apparently meet the requirements of the Drawings and conclusion of the project. Before final observation can occur,evidence that material designation, size, applicable I.P.S. schedule and NSF seal 2. Spray heads shall have a screw adjustment. CITY OF RANCHO C U CAM 0 N GA Specifications on the basis of the infonnation or samples submitted. the City has received material must be shown to the City of Rancho of approval. 3. Riser units shall be fabricated in accordance with the details shown on the Cucamonga. C. PVC Non-Pressure Lateral Line Piping: drawings. S. Manufacturer's warranties shall not relieve the Contractor of his 1. Non-pressure buried lateral linepiping shall be PVC 4.Riser nipples for all sprinkler heads shall be the same size as the riser opening GENERAL CONDITIONS AND in the sprirnkler body. 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. guarantee. areas. IRRIGATION SPECIFICATIONS ,oSCAaF 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: FOR LIVID ANNEXATION M wlryFRsA�'y� 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 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 I,Grade 11 wiring shall be Schedule 40 P.V.C.or approved equal. VICTORIA ARB0RS TRACT 16374 ° 1. The Contractor shall provide and keep up-to-date a complete record as not to subject it to under bending or a concentrated external load at any point. PVC compound conforming to ASTM resin specification D1784. WINE CELLAR CT ENTRY AT VICTORIA PARK NE set of blueline ozalid prints which shall be corrected daily, showing every Any section of pipe that has been dented or damaged will be discarded,and if All pipe must meet requirements set forth in Federal Specification P.Vandal Resistant Controller Enclosure: na u o� change from the original Drawings and Specifications and the exact installed,shall be replaced with newpiping. PS-22-70 with an appropriate standard dimension ratio. 1. Controller enclosure shall be of size and type shown on the Irrigation d6 p APPROVED BY. DATE. installed locations sizes, and kinds of equipment. Prints for this purpose Drawings and Irrigation Detail sheet. �r ne a a * � � p 1? rp 4. Except as noted in paragraphs 1 2 and 3 of this section CITY ENGINEER RCE: 249133 �0 0% may be obtained from the City of Rancho Cucamonga at cost. This set of (2.0113), all requirements for non-pressure lateral line pipe and pEgpH ATF sr a' 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 DH s ftvomm of CA1-�� pipe and fittings as set forth in section 2.0113 of the Specifications. Withers and Sandgren, Ltd. ORAMM Landscape Architecture PAN DH 3487 Ocean View Boulevard. Suite A L-8 of 9 Glendale. CA 91208 Tek (818) 236-3006 taxi (818) 236-3068 DRAWW N06 LW 06/07/2006 - PROJECT SHT. NO. OF D. 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 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 ower and as as required b him for thethoroughly� � 6.04 Responsibility and Coordination: p rY p g 9 Y area after rototilling is complete. Incorporate event into the to 4" to 6" the A. Landscape 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. Tem ora services shall be coordinated with the Cit P Y P pe Contractor is responsible for the erection of all signs and barriers required p J p rY Y following for each 1,000 square feet of planting area: conform with the details in the Drawings. inch and prove watertight. to prevent intrusion into the treated areas and to notify the public. and other contractors on the job site. 4 cubic aids of nitrolized Redwood or Fir shaving ore 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. Y g q B. No material or methods shall affect the landscape planting or hydroseed germination. 3. All piping under D. Survey, Reference Points, and Elevations: The Contractor is responsible for 2001bs. of Gro-Power or approved equal. own outlet. pip g paved areas shall be tested under hydrostatic pressure of 150 pp q No material or method shall render the job site unusable for more than 10 days from pounds per square inch and proven watertight prior to paving. establishing all surveys, reference points and elevations required by him,and shown The above soil conditioning are minimal qualities only and should be used only for bidding 3. Install all assemblies specified herein in accordance with respective detail. In date of application. 4. Sustain pressure in lines for not less than six(6)hours. If leaks develop, on plans for proper execution of site construction. purpose,because soil conditions may change drastically from the time these specifications absence of detail drawings or Specifications pertaining to specific items E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours 6.05 Non-Selective Herbicides: replace joints and repeat test until entire system is proven watertight. p p rY were developed to the time the actual soil conditioning take place. Therefore, the Contractor Non-selective contact herbicide and/or non-selective systemic herbicides as recommended required p complete work,perforin such work in accordance with best 5.All hydrostatic tests shall be made only in the presence of the General required by him for the construction of the project. All temporary traffic barriers and shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. Y 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 b the Cit or governing authorities. by the Pest Control Advisor) 9 Y Y g g These soil tests shall be conducted by an approved Agronomic soils testing laboratory 6.06 Selective Herbicides: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust, and moisture until it has been observed,tested,and approved in writing. 1.05 Defective and Unauthorized Work: approved by the project Landscape Architect and City. Copies of the soil test to be provided before installation. Installation and solvent welding methods shall be as 6. Furnish necessary force pump and all other test equipment. All work which is deterinined b inspection to be defective in its construction or deficient in Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the recoininended b the pipe and fitting manufacturer. 7. When the irrigations stem is completed,perform a coverage test in the y p during the Pre-construction job conference. Y p p g y p g an of the requirements of the lams and specifications,shall be remedied or removed and Pest Control Advisor) presence of the Ci of Rancho Cucamonga to determine if the water coverage Y q p p 3.05 Finish Grading: S. On PVC to metal connections,the Contractor shall work the metal p �' g g 6.07 Weed Eradication: for planting areas is complete and adequate. Furnish all materials and perform replaced by the Contractor at his own expense in a manner acceptable to the Landscape After rototilling operations are coin lete ade areas to establish finish grades for lantin . connections first. Teflon tape or approved equal, shall be used on all threaded p g p q � complete, � � planting. If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the all work required to correct any inadequacies of coverage due to deviations Architect and City. All flow lines shall be maintained and proper tolerances shall be met after settlement at the PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure 1.06 Inspections: planting areas will require control prior to removal, spray these areas per Pest Control from the Drawings,or where the system has been willfully installed as p 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 uniforinly smooth and free of abrupt grade threaded PVC adapters into which the pipe 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 City g governing authorities,24 hours prior to time of inspection,unless otherwise noted. change. deleterious materials from accomplished before any ground cover is planted. Inspections shall be as listed below,but not necessarily in this order. Only the inspection g planting areas. p � Y � Y 1? 3.06 Coordination: E. Line Clearance: 8. Upon completion of each phase of work,the entire system shall be tested and pertaining to the project scope of work will apply: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" -2" adjusted to meet site re p g p � p pp y' Weed abatement work shall be coordinated with the installation of the irrigation system below the surface of the soil. Physically remove all weeds from the site. 1. Domestic Potable Water Supply: All lines shall have a minimurn clearance of six(6) J requirements. g Y Rough Grading. rototilling and soil amendment work, and planting. (See Weed Abatement section). inches from each other and twelve (12) inches from lines of other trades' 3.07 MAINTENANCE with the Drain Lines and Catch Basins. exception of the control wire sleeves)which shall be installed adjacent to pressure supply A. The entire irrigation system shall be under full automatic operation for a period of Irrigations(main line pressure,coverage& system operations test). PART 7 -LANDSCAPE MAINTENANCE g Y p ) 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: B. The Ci of Rancho Cucamonga reserves the right to waive or shorten the operation Plant Material(delivery&placement). Provide all materials, labor and equipment necessary for,or incidental to,performing all �' g � l� ( rY p ) 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. q Y p p pressure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP Das including,but not limited to the following: Y 4.02 Products 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 Maintain all plants and planted areas. 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 b the American Joint Committee on Horticulture. Except for Keep planted areas free of weeds and debris. General Notes: (a)No pipe 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. Y p Prune trees and shrubs. 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 plants and planted areas. reclaimed water line. It is the intent of these specifications that no joints shall occur below .A.0 The Contractor shall operate each system in its entirety for the City of Rancho 1.07 Guaranties: B. Condition - Plants shall be syinsnetrieal, typical for variety and species,sound, the sewer or reclaimed water line, where there is a perpendicular crossing. If that cannot be Irrigation. 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, free 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 guaranteed from date of final acceptance of landscape construction for periods as Insecticide spraying. �' g p �' g p I? 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-Gro-Power Plus, and 12-8-8 Gro- b) B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City Trees 24" box& larger 1 year to ed. 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 pp Power Controlled Release Nitrogen, as designated herein,or approved substitute as Trees 1 S gal. & smaller 1 year C. Trees and shrubs shall be growing at a recognized nursery in accordance with good per AW WA C900 or equivalent. (c) This criteria does not apply for a reclaimed water line final site observation can occur. required by the Agronomic soils report. Available from Gro Power(909)393-3744. Shrubs All sizes 120 days horticulture practices and shall be of the size and caliper normally associated with the a24% crossing another reclaimed water line. (d) The construction criteria apply to house laterals Ground Cover 120 days B. Armnonium Sulfate: Granular forn containing not less than 21 /o nitrogen and 3.10 SITE OBSERVATION SCHEDULE Y container size specified on plans. Removal of all tags, labels,nursery stakes and ties that cross above a pressure water main but not to those house laterals that cross below a Bedding Plant 120 days sulfur and shall be registered as an agricultural miner,with the State Department of A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in g Y from all plant material prohibited until the approval of the Landscape Architect or „ pressure water main. Agriculture in compliance with Article 2 - Fertilizer Materials, Section 1030 of the advance for the following observation meetings,according to the time indicated: Lawn(sod) 120 days City. Agricultural Code. 1.Pre-Job Conference-7 days Lawn(seed) 120 days from first snowing D. All plant material delivered to the site showing signs of damage or disease or is 7.03 General: Guarantees begin after the project acceptance by F. Automatic Controller Assembly: 2.Pressure supply line installation-24 hours Install as per manufacturer's instructions. Remote control valves shall be connected to 3. Lateral line and sprinkler installation-24 hours City and at the end of the 180-day be replaced at Contractor's expense.insufficient in size to carry out the intent of the planting plan will not accepted and will Maintenance shall start immediately after landscape irrigation and planting. controller in numerical sequence as shown on the Drawings. 4. Automatic controller installation-24 hours Maintain all plants and planted areas on a continuous basis as they are installed during the maintenance period. Landscape Contractor shall replace and plant all materials which have E. Sizes of - Shall be as stated on the Plan. Container stock 1-gallon, 5-gallon, progress of the work, and continue to maintain them until final acceptance of total project. S.Control wire installation-24 hours ( 'g � g 6.Pressure i I line and lateral line testing 4 died within the time span stated above, at no cost and within 5 days from receiving written and 1 S- allon shall have been own in containers for at least one 1 ear,but not G. Hi Voltage Wiring for Automatic Controller: supply g" 8 hours g ) Si O Y � g g notice from the Landscape Architect or Cit If dead material is not replaced and planted Replace any dead or dying plants as directed by the Landscape Architect and City 7.Coverage test-48 hours p Y p P over two(2)years. 1. 120 volt power connection to the automatic controller shall be provided by the within the S da period, representative. 8.Final observation-7 days y p ,City may replace dead material with new material and charge the F. Substitutions - Substitutions for indicated plant material will be permitted provided A. Irrigation: Operate irrigation system on an established program to maintain all plants Contractor. Landscape Contractor for all expenses incurred. p p p B. When observations have been conducted other than the City of Rancho Cucamonga, p p the substitute materials are approved in advance by the City, and are made at no and planted areas in a healthy condition. Irrigation system run-off shall be kept to a 2. All electrical work shall conforn to local codes,ordinances,and union show evidence in writing of when and by whom these observations were made. B. Construction Materials: The contractor shall guarantee all workmanship and additional cost to the City. Except for authorized variations,all substitute plant authorities having jurisdiction. C.No site observations will commence without"As-Built"record drawings. The materials for all site development, fora period of one year from date of final acceptance of minimum. Damage to irrigation system resulting from maintenance and equipment p Y p materials shall conforn to the requirements of these specifications. and/or maintenance personnel, contractor shall not call for a site visit without"As-Built"record drawings,without p , shall be restored to its original condition at no cost to g 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 the City. Failure of any part of the irrigation system shall be brought to the attention 1.08 Material and Labor Releases: and replaced with suitable Tants. The Cit reserves the right to reject entire tots of 1. Install where shown on the Drawings. Where grouped together,allow at least visit. p p y J of the City. No repairs other than emergency repairs shall be accomplished without Upon completion of the work,the Contractor shall present to the City, signed copies of all plants represented by defected samples. twelve(12) inches between adjacent valve boxes. Install each remote control written permission from the City. CONCRETE SPECIFICATIONS Labor and materials releases for all work performed under Site Development. H. Stake all trees, as per details immediately alter planting to prevent wind damage. valve in a separate valve box. 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: I. 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 1. Flushing of System: For concrete information refer to the Standard Specifications for Public Works Construction material trash and debris generated or encountered during the course of landscape The Contractor may elect to remove such concentrations of weeds manually or by an 1. After all news sprinkler pipe tines and risers are in lace and connected,all p )' g g p ground cover to provide for thorough watering of trees. All planting holes shall be excavated approved herbicide program. P p P p (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201, 303, construction, and legally dispose of it. During the course of the work,remove surplus as defined on appropriate details. pp p 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 C. Pest Control: Spray all plants and planted areas at beginning of maintenance program materials from the site and leave premises in a neat and clean condition. Clean up and 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 remove all remaining debris and surplus materials upon completion of work, leaving the Soil amendments shall be as recormnended in the Agronomic soils report to flush out the system. Construction is available from: p keep all plants and planted areas free of insects and disease. Method shall be reviewed DI Building News 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 by the City prior to any applications. Pest Control shall include Gopher control. accomplished to the complete satisfaction of the city of Rancho Cucamonga. 3053 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 at start Los Angeles,CA 90034 PART 2 -EXECUTION information. g p � Y p ' of maintenance prograrn and continue to prune plants as directed or as may become J. Sprinkler Heads: (310)202-7775 2.01 Protection: necessary until the end of the maintenance prograrn. p 1.02 Scope Keep all plant material delivered to site in a healthy condition for planting. Plants shall not PART S -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 lantin . Balled and Voila ed Tants shall have root ball covered with necessary to achieve and overall even appearance. Exterminate gophers and moles; 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. A.Furnish and set all reinforcing steel,bolts,and anchors. planting. pp p Provide all materials and equipment and perform all work necessary for and incidental to repair damage. moist sawdust, wood chips or other suitable material until planting. installing all ground cover and bedding plants,In no case shall the spacing exceed the maximum recommended by the D. Install all items required by other trades which are to be cast into concrete. g gr g p , as shown on plans,as reasonably implied,or manufacturer. C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where delineated in the specifications. PART 8 -ACCEPTANCE OF PROJECT applicable. 2.02 Installation: 5.02 Bedding Plants: 1.03 Protection Detailed layout of plants within the planting areas shall be performed by Contractor and Perennials and Annuals: Provide health container own plants from a recognized nurse 8.01 General: 3.04 TEMPORARY REPAIRS y p nursery, 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. p p p y The City reserves the right to make temporary repairs as necessary to keep the sprinkler Barricade shall be laced imediatel after concrete finishing. Contractor shall furnish,place Soil excavated from planting holes shall be amended to backfill around trees and shrubs using landscaped areas is required prior to final acceptance of the work by the City. The p Y g p g g 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 Tans. Ground cover shall be relieve the Contractor of his responsibilities under the terns of the guarantee as herein construction and replacement or repair of the work shall be made without added cost to the Native,On-Site Soil with rock no eater than 3" in diameter p p phases of planting installation by the City Public Works Inspector. Maintenance period shall be specified. Ci � established and well rooted in flats or similar containers. p city. Gro Power Plus, 5-3-1 15 lbs/c adequate to verify plant characteristics and establishment. 1.04 Clean-upy 5.04 Mulch: Iron Sulfate 2 lbs/c A. Two inspections shall be made that affect the establishment period: The first after all 3.05 EXISTING TREES Upon completion of all concrete work and before final acceptance,the Contractor shall Y Mulch: Shall be of compacted wood chip Liber. plantings have been completely installed in order to approve the beginning of the Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all 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: left in a clean,neat condition acceptable to the City. After backfilling,construct a 3" earthen bern to form watering basin around each plant,to A. Do not have plants delivered to the job site until site conditions are ready for planting. establishment period, and the second at the end of the establishment period. If possible care to avoid injury to trees and tree roots. Excavation in areas where two(2)inch plantings are not acceptable at the end of the 180 day period,due to defective allow thorough water-in and establishment. If planting is delayed,keep plant roots moist and place in a sheltered location maintenance,then continue establislunent until all work meets with the Specifications and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter, PLANTING SPECIFICATIONS Prior to installation of turf and ground cover,remove water basins from around trees and protected from the sun, wind and other damaging elements. except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily PART 1 -GENERAL and can be approved. shrubs. Berms in turf areas to be removed prior to City acceptance. B. Soil preparation and grading be wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is 1.01 Scope of Work: fine grang se compand trees and shrubs installed B. At termination of establishment period all plant material shall be live,healthy, run close to trees havingroots 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 prior to bedding plants and ground cover planting. O � par3' PART 3 - SOIL PREPARATION AND FINISH GRADING undamaged, and free of infestation. Inferior plantings shall be replaced and brought adjacent to the tree shall be hand trimmed,snaking clean cuts through. Roots one(1)inch completing all work,as indicated on the drawings,as reasonably implied,or as delineated in 5.06 Installation: to a satisfactorycondition before final acceptance of work will be inade. All areas 3.01 Scope of Work: Plant p and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches the Specifications as follows. ground cover and bedding plants in moist soil and space as indicated on plans. shall be neatlyraked and free of weeds. 1.02 Standards: 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 All work and materials shall comply with governing codes,safety orders,standards,and incidental to the soil preparation and finish grading of all planting and lawn areas as disturbance. Soil moisture shall be such that soil does not crumble when removing plants possible,the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. regulations,and meet the minimum requirements of the Standard Specifications For Public shown on plans, as reasonably implied,or as delineated in the specifications. from container. Works Construction(Green Book)latest edition. B. Furnishing,placement and grading, of topsoil for backfilling of planters if required. Regrade planter areas after planting,to restore smooth finish grade and to insure proper 3.06 FIELD QUALITY CONTROL 1.03 Quality Assurance: C. Cleaning and finish grading of planters areas and planting areas. surface drainage. A 4" layer of mulch material shall be spread over the entire planter area Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible A. All Contractors performing Site Development work,must be licensed in accordance 3.02 Topsoil: after grade is established. Watering shall begin uninediately after mulching. (Grading shall care to avoid injury to trees and tree roots. excavation in areas where two(2) inch and larger with the laws of the State of California. , A. Existing on-site soils listed as acceptable under Site Grading specification. accommodate the mulch roots occur shall be done by hand. All roots two(2)inches and larger in diameter, except B.Contractor shall provide the Landscape Architect and the City with a list of ) Subcontractors and Material Suppliers expected to be employed durin B. Topsoil imported to site for use as fill,backfill in planters and mounding,shall be directlym the path of pipe or conduit shall be tunneled under and shall be heavily wrapped with pp � Pg the course of 5.07 Protection: p p p Y pp burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees construction. sandy textured. Silt plus clay content of this soil shall be no greater than 15 %by Erect temporary fencing or barriers to protect planted areas from damage prior to final DESCRIPTION OR REVISION DATE weight. The boron content of this soil shall be no eater than 1 art per million as APPIi0NE0� having roots smaller than two(2)inches in diameter,the wall of the trench adjacent to the tree C.Contractor shall obtain and keep in force Public Liability and Property Damage p p acceptance. Insurance,during entire course of the Construction Contract. The amount of measured on the saturation extract. The sodium absorption ratio(SAR)shall not 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 CITY OF RANCHO C U CAM 0 N GA 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: 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 Tans as reasonabl im lied and as delineated in the s ecifications. IRRIGATION, CONSTRUCTION, AND in charge of the work. P Y p P 1.04 Responsibilities and Coordination: recommendations. 6.02 Quality Assurance: A. Adjustment of the System: p Q y PLANTING SPECIFICATIONS 1. The Contractor shall flush and adjust all sprinkler heads for optiinuin A. Permits: The Contractor shall obtain and pay for all permits and inspections required 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed by the State of All soil amendments shall be as specified erformed authorities for the work to be governing gg p . fied in the Agronomic Suitability/Fertility soils report CaliforniaControl O a as a est ontroOperator and a Pest Control Advisor in addition to an performance and to prevent overspray onto walks,roadways,and buildings as by 1? Y FOR L M D ANNEXATION . D. Existing Conditions: The Contractor shall verify all conditions and dimensions shown furnished by the Contractor. subcontractor licenses that are required.inuchaspossible. q VICTORIA ARBORS TRACT 16374 on the plans at the site prior to commencement of any work under this contract. The 3.04 Soil Preparation: B. All materials and methods must conform to Federal, State, and Local Regulations. 2. If it is determined that adjustments in the irrigation equipment will provide Contractor shall verify the location and depth of all underground utilities prior to start All work on irrigation system shall be complete and inspected for recosninended approval and 6.03 Submittal: proper and more adequate coverage,the Contractor shall snake such of work. WINE CELLAR CT ENTRY AT VICTORIA PARK LANE t�aP fine grading completed prior to rototilling and prior to soil amendment work. Prior to the installation of an weed control materials, the Landscape Contractor shall submit to adjustments prior to planting. Adjustments may also include changes in wiry( �&, After rough grades have been estabalished prepare all lawn and planting areas b tilling or Y p APPROVED 8Y: DATE: � s ,� ►p P 1? g Y g the Landscape Architect/Cit a list of the weed control materials and quantities per acre intended , /��/ /J'�� 11 nozzle sizes and degrees of arc as required. � �+ FR y p Y q p `'r-�X� / Jc, �,?o cross ripping to a depth of 12 . All rock and debris more than 2 m diameter shall be removed for use in controlling the weed types prevalent and expected on the site,as supplied by the Pest CITY ENGINEER RCE. 249153 3. Lowering raised sprinkler heads by the Contractor shall be accomplished from the site except for areas that are to be sodded in which all rock and debris more than 1" Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape OEM within ten(10)days after notification by the City. in diameter shall be removed. Architect and City data to demonstrate the compatibility of the weed control materials and DH 4. All sprinkler heads shall be set perpendicular to finished grades unless w a �e methods with the intended planting and seed varieties present. Withers and Sandgren, Ltd. Pmt otherwise designated on the Drawings. -3/10 y DRAWN ILandscape Architecture S. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so * e e 't pH L-9 of 9 3467 Ocean View Boulevard, Sutte A that each lateral operates at design pressure. srgT ' CHMMGlendale, CA 0208F OF Cp�-�� ret: (ata) 236-30007Fam (818) 236-3066 1 PROJECT SHT. NO. OF