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HomeMy WebLinkAboutSenior Center parking lot BENCHMARK SET 2" BRASS DISK IN CONCRETE DRAIN OUTLET STAMPED V "CITY OF RANCHO CUCAMONGA BENCH MARK 10023 1987" AT NORTHWEST CORNER OF 8TH STREET AND ARCHIBALD AVENUE, SOUTHERLY WING WALL OF STRUCTURE. RANCHO C SENIOR CENTER PARKING LOT AND ELEVATION 1104.771 W Q Q ALPiNE srREEr iMPROVEMENr PROJECT Li SQ CHURCH ST. LOCATED AT THE SOUTHEAST CORNER OF ARROW ROUTE AND MALVERN SHEET INDEX AVENUE ALSO INCLUDING THE ALPINE CUL-DE-SAC WEST OF RAMONA AVENUE U HILL � SAN BERNARDI 0 RD C1 CLEARING, GRUBBING, AND REMOVAL PLAN C2 GRADING PLAN WW C3 CONSTRUCTION PLAN L1 LANDSCAPE, IRRIGATION, AND LIGHTING PLAN Z L2 LANDSCAPE AND IRRIGATION DETAILS J L3 LANDSCAPE, IRRIGATION AND LIGHTING DETAILS ARROV RTE. 1 ALPINE STREET PLAN AND PROFILE WOL W Q Y AL ST. M.T.i. A 9th ST, Li 3 w -� W Q PROJECT SITE A J 11 JI Q W 2 U M= �� TO 8011LF GENERAL NOTES $ 1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard S �� _ ARROW ROUTE 9 Specifications for Public Works Construction, (Green Book, 1994 Edition and 1995 supplement. 2. Public and Private utilities and substructures shown hereon are from available records. The I \ V N Contractor shall be responsible for protecting all utilities and substructures as shown within the P ��-�'� � construction limits of this project and shall be responsible for any damage as a result of the e construction operations. 3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities 39' 1a' 31' two working days prior to construction or regarding any problems. t T , END 18" GUTTER. ANSITION/ C 1 ,,1 BEGIN 24" GUTTER 1 1 Southern California Edison Co. 909 989-5861 " 1 . Southern California Gas Co. 909 335-7712 CONCRETE SIDEWALK M1 General Telephone Co. 909 469-6334 _ _ _ _ _ Cucamonga County Water District 909 483-7440 BUS STOP Wiltel Business Network 909 947-9441 S`IGN SIGN AND BEN a PP1 • ____ — - -�- - __ -� - - - -� 4. For inspection of this project, the Contractor shall contact the Public Works Section at 477-2740 - 1"P � ---- ----- - , 2 1 ~ I ABERR , .. B'�_ ext. 2341 two working days prior to the required date. q -_.:_-_ fir_ 2 X M 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any City of Rancho Cucamonga easement or rights-of way. C A R 10 CHINABERRY 2 3 „ / 6. The Contractor shall have a Class A,� Contractors License.2 7 y i , . Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement I � I of any work. All discrepancies shall be reported for direction immediately to the city. A T CI ! W. 1 2 ABERRY I REMOVE EXIST. _. ALYPTU i 3 y STRIPING EXISTING SURVEY MONUMENTATION Z v' i `r� HINABERRY j All existing survey monuments that will be disturbed by this project shall be referenced and uc reset by the Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. (None Found) Q a i 2 1 Z i w,' SPK C 0" EUCALYPTUS v i { A. i jI O j C CR B IRA ;� 4" EUCALYPTUS 2 OTECT GATE IN PLACE SCALE: 1w s 20' M __. _ _. UJ cr �+ Q �+ I U j 6" C Y Q r -SOON— ---i"P.y.e 4' LIGHT w, 5' HIGH CH. LK FENCE I 13 HT! A Sip 24' EUCALYPTUS 00 Li 10" UJ 10 1 O _+� P � ..--------- - v ICV +U z - N G -� o ij CONSTRUCTION NOTES - -- A > J c> r j 1T P of f c, 11Sq ;F _ V � lO SAWCUT O �JTTTj_L1.11 `�� O2 I� 1 6' ABERRY`-- M REMOVE I ,1111 _J I W , 'I -01 cO YPRESS TREE O RELOCATE REPLACE IN KIND WITH SAME SIZE U n d e rg ro u n d f �-`-- = 2 RESS TREE Service Alert 6" BLOCK WALLr A MAILBOX LIG 1 GAS ; - - I' MET ' HIGH CHAIN LINK FENCE < Call: TOLL FREE - - �' - 14' WIDE GATE_0__ _ ---_�_—_�___.-__--c---------- 1 �% 3' T �ay� /� 1v c DESCRIPTION OF REVISION DATE CITY 5 0 _-- C & G +' . PALM TREE MAIL 2) MB`' 1 —800-422-4133 i s' T EE oQ TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA ` CANOPY A.0 BERM aLEGEND --- _ -- - - - 2''-PEM.._. _ I / CLEARING, GRUBBING, AND REMOVAL PLAN FOR THE 22' 11 CONg 2 TE C+ RB� ;I _ r ALPINE STREET � LIGH � CONC I PAD � - --- --- - ..— -- - — — ' -p -- __ ... ___. �.-- -_- - ® REMOVE ASPHALT CONCRETE SENIOR CENTER PARKING LOT AND Q ® REMOVE P.C.C. ALPINE STREET IMPROVEMENT PROJECT V G' ELEC. � + _ ___-- __._._ _ __. _ LOCATED AT THE CORNER OF ARROW ROUTE ANO MALVERN TRANSFORMER ICV IRRIGATION CONTROL VALVE �p�Es _ RAYONA A�IE1rl)E 2 - W �- CONCRE'fiE� do -- .,Y_- r-- —I-�__ QWIL _ _ A ALSO NIlCL�1DNrG CUL-OE OF WM I SPK SPRINKLER HEAD \ �, MAILBOX1 �2) �, AIL X �{ � zr �► v� APPROVED BY: / /' /• DATE: WM WATER METER /�w ��► CITY ENGINEER RCE: 249 ' 4' HIG CHAT LINK F NCE 10' BLOCK Wp - _�_ RQ�I�NSz.._ ATE r 30" EUCALYPTUS Lll W/WROUGHT IRON FENCE �� WV WATER VALVE =' No. 2453 W DESION PLAN PREPARED BY: SEE w .A. m 1 34.83 SCO SEWER CLEAN OUT Exp. 12-31-97 PK CITY OF RANCHO CUCAMONGA 40 { �ET PROFILE FH FIRE HYDRANT .1� ! 10500 CIVIC CENTER DRIVE 6" BLK. WALL (EXIST.) %' CIV1L ORAwH FEET 6" TREE L 'IA. RANCHO CUCAMONGA, CA 91730 I �,` OF - PK C1 C3 _.. CHEM �✓� R.C.E. No 3AR37 oMw.p Mo. HM aI�E aE No .pZ-M lb/O i 8 _ _ _ �` ARROW ROUTE _ _ _ BENCHMARK N N SET 2" BRASS DISK IN CONCRETE DRAIN OUTLET STAMPED GRADING GENERAL NOTES "CITY OF RANCHO CUCAMONGA BENCH MARK 10023 1987" �n AT NORTHWEST CORNER OF 8TH STREET AND ARCHIBALD 1. ALL WORK SHOWN RANCHO CUCAMONGA HEREON DANCE WITH THE CITY OF AVENUE, SOUTHERLY WING WALL OF STRUCTURE. STANDARDS AND SPECIFICATIONS S AND CHAPTER 70 OF THE UNIFORM ELEVATION 1104.771 P�. Q BUILDING CODE, 1994 EDITION. g 1*0, 31, 35' 2. PRIOR TO START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS END 18" GUTTER. TRANSITION/ LIMIT OF SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE ENGINEER. 1 BEGIN 24" GUTTER + GRADING m 3. AFTER STRIPPING THE EXISTING DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE ENGINEER, / o CONCRETESIDEWALK �• ___ �_ ��•1 5 ,.'1 a. • � �� 4. THE EXPOSED SOILS SHALL THEN BE EVALUATED BY THE ENGINEER, AND ANY ,�- i �` •. .TRANSITION ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE �_ ` - t ••. I _- `_ -- �.--r•._.� __.�-11B1-r �•:_ --- -- � ENGINEER'S LIMIT OF GRADING RECOMMENDATIONS AND AS CONTAINED IN THE SOILS REPORT. EXP SOILS SHALL BE TO A DEPTH IED MUM _.. r _ ,,�w,. 1 - - � ,�.- � - - BROUG TO TO D NEAR OPTIMUM MOISTUREF CONTENT ANDI COMPACTED OTO ATI NCHESLEAST 90% - i -- _ .•-�- • r---:a� �� __ COMPACTION. BASED ON THE ASTMD LABORATORY TEST METHOD. \ I ICON I / R> Tcc i > ; ` 6. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE ENGINEER. LEGEND M ��� �/ ; • 11.5 7. IF ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING 4! ,•�k1 41 _1�L CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. NEW A.C. PAVEMENT IG T '. i I 8. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING ANDNEW P.C.C. { I _ CONSTRUCTION OPERATIONS. 56' 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT -�— EXPANSION JOINT W Ii a f/ \ g• ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, D w I 1 �' SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON WEAKENED PLANE JOINT Z ; 07 PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. �; ! > ?• 10. NO GRADING SHALL COMMENCE WITHOUT OBTAINING A CONSTRUCTION PERMIT AND K NOTIFYING THE ENGINEER TWO WORKING DAYS PRIOR TO THE START OF WORK. Z f; w 11 ,. 11. THE ENGINEER SHALL ALSO BE RESPONSIBLE FOR OBSERVING AND TESTING I A•C .>� UTILITY LINE BACKFILL AND CERTIFY THAT PROPER COMPACTION HAS BEEN CONCR B� RAS _ •a : yt = '�► OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE \ 1 I w m '(8� -? .. b .F o BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES ELECTRICAL 70� �' S GAS AND LANDSCAPE IRRIGATION LINES. II Q CHI Y7! a + 'yl�, \ "�++�� ,I 5' HIGH CH. LK FENCE I w r " w ' s' + K �' 12 12. ALL WALLS REQUIRE SEPARATE PERMITS AND INSPECTION. C3' ' �o I ��� ci °=°ICy 10 Y � 13. LANDSCAPED AREAS SHALL RECEIVE CLASS 'A' TOPSOIL FOR THE TOP 6' OF ( zz a , FILLED SOILS. I FENCE SHALL BE GALVANIZED BY HOT DIP PROCESS AND PRIMED. PAINT SINCLAIR FOREST GREEN. FREE I CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR CHIP FOR APPROVAL. - - T l ' I �+► R 2 SQ. X .188 TOP AND BOTTOM RAIL I I UAAIT OF GRADING W , n �► V� 1 `- ! S/W ;CYPRESS TREE 1153 T R \ N� S JCYPRF.SS TREE 6" BLOCK WALL ' MATCH EXISTING 216 » LIG H� GyCS , ______ _ ___ 4 O.C. MAILBOX / �T _-� ,`� - r ' 3" T � r 11 as it CO RETE CAP RAY'' PAL TREE M 2 B/ii, +i I 1� / t i / _ _ do "'F .. �_ -)� 1 _. MA H E ISTIN 1151 IFH ( !� ,� I 8" TEE . D.0 / / 3/4" SQ. SOLID 1 CANOPY - ' ! / -- - - _ -- 3" PE# - ip - -- PICKETS W• , I I I RECON TRU BLMK CONCREI� CURB +I Imo' 't ' SCO ' �� _ ALPINE STREET WALL 0 MATCH E ISTIN V 4' LIGHjj CONC !�I i ( _ L PAD 1 149 ._ �WMM TRANSFORMER 4j 49 V I N �` WM (2) - CO�_ TE_C.�_G ' F`- - Alt 7, » ( WCUT EXISTING GRADE WEST OF PROPOSED WALL MAILBOX MAIL X �� 1 147 2 CLEARANCE �- 4' HIG' _CHAT LINK F NCt' Y PROPOSED GRADE WEST 0 PROPOSED WALL �0" BLOCK W LIQ W%WROUGHT IRON-FENCE �� -RQ LIING7c ATEA I 30" EUCALYPTUS ( PROPOSED GRADE EAST OF PROPOSED ALL �� CONSTRUCT RETAINING ABOVE EXISTING DE WALL. SEE CONSTRUCTION p EAST OF EXISTIN T.F. 45.48 NOTES N0. 9, SHEET C3 X16" BLK. WALL (EXIST.) 1145 12' 14' 6" TREE SAWCUT FIRST VERTICAL JOINT BEHINTnr ABOVE EXISTING GRADEIN FIRST EASTWALL PROFILE "A" EXIST. 4' HIGH BLOCK WALL 1159 OF EXISTING WALL WITH WROUGHT IRON FENCE HOR. SCALE 1"=4' RUNS ALONG ALPINE R/W VER. SCALE 1"=2' EXIST. WALL RUNS ABUTS HERE ALONG ARROW RTE. R/W 8' e' 1 157 T.W. 57.04 12' 28' T.W. 56.37 T.W. 55.70 28' 12' 1 155 T.W. 55.03 T.W. 54.36 12' 12' T.W. 53.69 20' 1153 T.W. 53.02 T.W. 52.35 DESCRIPTION OF REVISION DATE an A��am: „5, � CITY OF RANCHO CUCAMONGA PROPOSED GRADE \ °° � GRADING PLAN FOR FOR THE \ PROPOSED GRADE WEST OF PROPOSED WALL i. °D SENIOR CENTER PARKING LOT AN T.F. 49.04 \ tO • D 149 ALPINE STREET IMPROVEMENT PROJECT T.F. 48.37 ` ` 12' LOCATED AT THE SOUTHEAST CORNER OF ARROW ROUTE AND MALVERN T.F. 47.70 -- — _ _ _ AVENUE ALSO MCLUDNIIG THE AL.PME CM—DE—SC WM OF RAMONA E Of Ess% 4� BY: DATE' 1 147 T.F. 47.03 _ — PROPOSED GRADE O Y\ CITY ENGINEER RCE:•-24953' EXISTING GRADE EAST OF PROPOSED WALL 'All T.F. T.F. 46.36 �� �� h i► r �� pElp� PLAN PREPARED B �}M o NO. 24M PK CITY OF RANCHO CUCAMONGA AMY T.F. 45.69 Exp. 12-31-97 10500 CIVIC CENTER DRIVE 1145 WALL PROFILE "B" C1V1` PK RANCHO CUCAMONGA, CA 91730r C2 cr ^2 HOR. SCALE 1»=10' aF cw cI'� c/-/ �' / • o�►wMo V VER. SCALE 1"=2' / Rc.�. No 337 HM or►1IE � Na .97- b O i CONSTRUCTION NOTES V BENCHMARK ARROW ROUTE g N N — 1O CONSTRUCT A1-6 CURB PER CITY STD. 104 (6" CF UNLESS OTHERWISE NOTED) SET 2" BRASS DISK IN CONCRETE DRAIN OUTLET STAMPED CONSTRUCT UNDER SIDEWALK DRAIN (SEE DETAIL A) "CITY OF RANCHO CUCAMONGA BENCH MARK 10023 1987" j rn cn AT NORTHWEST CORNER OF 8TH STREET AND ARCHIBALD ��N( `�� 30 CONSTRUCT 3" A.C. PAVEMNET OVER 4" CAB AVENUE, SOUTHERLY WING WALL OF STRUCTURE. G• PP 4O CONSTRUCT 8" DRIVE APPROACH PER CITY STD. 101 TYPE C ELEVATION 1104.771 CONSTRUCT 4" P.C.C. SIDEWALK H 35' © CONSTRUCT 8" MOW CURB PER CITY STD. 534 ' END 18" GUTTER. TRANSITION/ CONSTRUCT TUBULAR STEEL FENCE PER CITY STD. 608. FENCE SHALL BE GALVANIZED BY HOT DIP PROCESS AND PRIMED. NEW LOCATION FOR �5 \ 1 ,y� BEGIN 24" GUTTER .h �, co AND BUS SSTOOPCHSIGN h 5� �' 0� y�• O E�° ® CONSTRUCT RETAINING WALL PER CITY STD. 604 TYPE B WITH MODIFICATION PER SECTION G-G C'„`�.._-_- RETAINING WALL TYPE A WITH TUBULAR FENCE PER L.A. COUNTY STD. 48-03 (SEE WALL PROFILE "B', SHEET C2) -- �' CONSTRUCT MATCH EXISTING CONCRETE SIDEWALK '1 • 9. a ,� _ a ,�ti : ;• Y e � .TRANSITION Fps` 01 CONSTRUCT 8" P.C.C. CURB WITH 18" GUTTER PER CITY STD. 104 In 0 ! �' `'� • 0• ham' o ,A,0/ Ilk N INSTALL CONC. WHEEL STOP IN HANDICAP STALLS PER DETAIL (SEE SHEET C3) - -- - - PAINT DOUBLE WHITE STRIPE PER CITY DESIGN GUIDE (SEE SPECS) LEGEND I 1/EW-t bM?1ON ,� k ._. y . . _ _ I 0 1 FOR SKI ht �• ', �+ -;;,j_ - ® PAINT H.C. STALL MARKINGS PER CITY DESIGN GUIDE (SEE SPECS) 11GH 19 `► o `�"� ` CONSTRUCT 6 P.C.C. ae 2 rr PER SECTION K-K CO CR CORB � - -- � '� �' •G• �•� © CURB ADJACENT WALK '. 1.3ox H a, �,�42 N � c� s �� P Q NEW A.C. PAVEMENT { © INSTALL R99(A) SIGN ON EXISTING SIGN POST 1.5 CONSTRUCT LIGHT FIXTURE SEE LIGHTING PLAN, SHEET L1 • ' © ( ) NEW P.C.C. INSTALL HANDICAPPED ACCESS SIGN (R99 AND R99-A) ON NEW METAL POST PER CITY STD. 401-B p. ` AGO LIGIT'! , s� O9 INSTALL HANDICAPPED ACCESS RAMP EXPANSION JOINT .' " —� INSTALL HANDICAPPED TOW-AWAY SIGN (R10OB) ON NEW METAL POST AT EACH DRIVEWAY ENTRANCE FOR A TOTAL OF 4 SIGNS. LOCATION OF THE SIGNS AT THE TWO DRIVEWAYS ON THE SOUTH SIDE OF WEAKENED PLANE JOINT j 56' --- �- �- . -• - - . -.-. THE BUILDING WILL BE DETERMINED BY THE INSPECTOR SINCE IT IS NOT SHOWN ON THESE PLANS. 11 Y ! .� 5' W a G it o ` s' e' '� 9' \ � 9' r� �,1►�'t N tc,�i� ,. EXIST. BUILDING REMOVE EXIST. CURB LINE �+ Z cn (TYp.} 0. �• i AN R AfR +b u RETAINING WALL #4 BARS CONTINUOUS S SEE WALL PROFILE "B", A • A Q a: aK ! SHEET C26 NSLOPE � 4 0 'k ' 1 —___� SLOPE 2%Z i 5 » RAD. 0o , CCR B Ew I' ANCHMONOLITHIC GUTTER �m i ! .. { 6 ti�.� • O% k .. 6 5.5' 10 c b '1 • N 7 S 45 T.C. 49.39 S' HIGH CH. LK FENCE EXIST. GRADE — — — — — - — 6 CI�1(V Y Q `' I�"I t S• ' xEXP. JT. (TYP) _ w • ! 6' d 18 24' 8 12' ^ : 1 h K �, INSTALL C.L. FENCE FROM ANCHOR #3 O 6" O.C. I` N ern 10" I ,� r� {)� " WALL TO EXISTING GATE 10' O ?:`7 Z ��� II cv �, - ICV ,•, SECTION D—D EXIST. BUILDING z -,1 6' Q P � �l� 0 4ocAATION LIGHT A .: E�'�0A. m I N.T.S. REE d'' rys ,o REMOVE EXIST. DETAIL A T I I — — _ fit, .y k� ,�� k� RETAINING WALL N.T.S. _ 6 A:. PROTECT IN "" BERR1� ( v g v 7 6 C B SEE ANCHOR DETAIL 'I fi SEE BLOWUP A I W s�W ��ry G — SLOPE ,�, yN R� 2 �• (CYPRESS TREE �� 3 � 61 k6' I �! 7" E M'qX is #3 ® 6" O.C. �, 3/4" LIP LIG GAS'' �6 • ' --- 6" BLOCK WALL ' �� 2% 9 �� -- YPRES TREE p 6A I �' MAILBOX METER I / i _ 45 64 a '" 10 4 . 4 45 1 J � - -- ---- T - I �`�. ; EXIST. GRADE — _- \ - - ( / 3.. N 6 A.C. PAVEMENT . ....�: . .. 6» ! r T r / .'yPAL� TREE MAIL - 2) MB }- 1! I /' I 7 - >COC ISE C & G _.._ ! -- SECTION E E �, 1/2» ij I I ENCE SHALL BE GALVAT�11 'Y TDIP-PROCESS __ .__ �__ ____ .._ N.T.S. C B "' 33' I I ' / ' E TEE ID�C. r AND PRIMED. PAINT SINCLAI FORES GREEN. F I CON?'RACTOF1"Z0-SUBCT"Ct'3LOR CHI FOR APPROVAL. - CANOPY w_ �E E STREET 22' 110 CONCRETE CURB a f 5 BAR x 9" -� _ ; ALPIN EET -_� - r 6 _ 2 PLCS) SET 1" BELOW TOP OF SECTION A A Q ; �' LIGH� C NC ( SCO - r C. WHEEL STOP N.T.S. `L CON P - _ - - -- IvF _ - � #3 O 6" O.C. w 2" 3-#4 O 6" O.C. iv ,WM Z �\` G 10 - - - - - - - rf i \ 2» ELEC. M \\ TRANSFORMERI <r __._-- -_ __ _ -- _ __- _____ _ __ __-__-_ - - _ 1" CLR. 3" 4" MIN. / WELD U Y J F F �� /, t!f�` CONCRETE C & k�r T r= ___ T / AlL — - !' F LL W �� WM R/rN R/W MAILBOX (2) 4m4AQOx rl/ y; Y, N 4 4-7G 9_7R T Af L1NIZ F NCE- ROILING._4ATE 3"x3" CONST. JOINT 4" 30" EUCALYPTUS —i 0 g OCK W LIQ W/WROUGHT IRON FENCE � 6 3'-0" 6 3" LEG O 90° N 10" 20 20' �9 SEE WALL PROFILE 'A", SHEET C2 EPDXY WHEEL STOP CURB #5 BAR N, SEE ALPINE ST. PLAN AND PROFILE TO PAVEMENT PER FILL WITH MORTAR PCC WALK 2 1/2" x 2" x 1/4" x4'-O" SECTION B-B GALVANIZED STEEL ANGLE �,�/ 6' BLK. WALL (EXIST.) (SHEET 1 OF 1. DWG. N0. 1610) MANUF. SPEC. 15 6" N.T.S. 12'ATO S 5' �.1(, � 5' 6" TREE � ANCHOR DETAIL 2% 5 ` - SLOPE C.. TMr v d. N.T.S. e. . .. � � CURB SECTION 1-1 SECTION J—J ,�N.T.S. N.T.S. WHEEL STOP DETAIL(S) CONCRETE CAP 8" CONC. PRECISION WALL i :r PAINT SINCLAIR COTTAGE - WHITE ON WEST SIDE OF WALL 8 WITH #4 VERT. O 16" O.C. SECTION K—K SECTION C—C N.T.S. g' 12' SCALE 1"=1' 91 (T_ 0.7596 *< � �G' ►�'' �, ��` # = RAN 4 -4" o 3 d ,h TUBULAR STEEL FENCE 2 !� `�� 20' 5' 0 w 0 2 I- X N M e� •+ wl BOTH SIDES PAINTED CONCRETE CAP TO 5 T� 1 4 '�' �? g,+� a fD #4 `oI 16' TO MATCH EXISTING MATCH EXISTING 4g ; G �� > I w COY VARIES 4' DESCRIPTION OF REVISION DATE Appy EXIST. GRADE 2-#4 9. .70% �. S4 a 5 4.. g' S. ' '"� "' I ' _� �0 Mq CITY 0F RANCHO a d a, rKi 4 .45: 1O7 T.C. 49.39 C3� 1 I X CUCAMONGA 9 6" CONCRETE ! - r / 48.89 .. cO S " 2" CLEAR PRECISION WALL Q o �- �� ^ 1 CONSTRUCTION PLAN FOR THE ►- 1a V. �a v #3 0 24 ,# ,,2" X 3" KEYWAY > , n„ �tf� .r,. 1a - . � •`°� �.. `° 6" SENIOR CENTER PARKING LOT AND N o JhC - p %� • o -� ST SIDE OF PAINT WALL TONBE4DETERMI ED SECTION H tK 2" PROPOSED GRADE °' , -'A$53 W N t Z DURING CONSTRUCTION N.T.S. ALPINE STREET IMPROVEMENT PROJECT 11 . o - LOCATED AT THE SOUTHEAST CORNER OF ARROW ROUTE AND MALVERN z `; > AVENUE ALSO *4CLUDW THE ALPINE CUL-DE-SAC WEST OF RAkKM 6 �- PROPOSED GRADE, SEE ^ !�- #4 •. io >� PROTECT IN g• �-► CONTOUR ON GRADING PLAN (SHEET C2) / pfESS/ \ APPROVED BY: �► DATE o EXIST. GRADE �p .l � CITY ENGINEER RCE: 53 8" `r PLACE 1 j #4 6" � �� �Z ROCOIAIENDm 2 -9 #4 O 16" O.C. ,'- " y �� r O DESIGN PLAN PREPARED BY: �� BLOWUP A N.T.S. 2'-8" m No. 2495.3 f PK CITY OF RANCHO CUCAMONGA 60 Exp. 12-31-97 10500 CIVIC CENTER DRIVE SECTION G—G * * DN�W RANCHO CUCAMONGA, CA 91730 SHEEt SECTION F—F SCALE 1"=2' �•I CIVIL �! PK C3 C3 SCALE 1"=2' CHEOM 4 ft c r No Mw DPAWM NO. HM o FLE No 97-02 I b l 0 I IRRIGATION AND UGHTING LAYOUT - PLAN LANDSCAPE LAYOUT PLAN ARROW ROUTE ARROW ROUTE IRRIGATION GENERAL NOTES: 1 1. All equipment shall be selected and installed in accordance with the Contract Specifications, Standard Drawings, and details. 2. The Contractor shall coordinate controller programming with a Calsense representative and a staff member of the City Maintenance Department. 3. The Contractor shall install one (1) spare orange wire along the entire length of the mainline to EACH remote control valve (RCV). Pigtail each orange wire at the enclosure. Install terminal strips in enclosure for irrigation wiring. CAP EXMSTING \ IRRIGAT N LI �, � �S 3 4. The Contractor shall cut, remove, and dispose the interfering portions of the abandoned irrigation system lying within the top 6" of finish grade. \ 2 20' 5. When vertical obstructions (fire hydrants, street lights, trees, etc.) interfere with the spray pattern of the sprinkler heads so as to prevent proper \ \ coverage, the Irrigation Contractor shall field adjust the sprinkler em b Installinga quarter circle or half circle sprinkler head on each aide -- adjustments shall made at no additional co o e City. ._ be d t st t th -- - - ----- � - _�:�___..__._____.__. of the obstruction so as to provide proper coverage. All • • " e / ' ° • . 3 6. This design is diagrammatic. All piping, valves, etc., shown within sidewalk areas are for drawing clarification only and shall actually be installed - . 3/4- • ' ' 1/2' 1/2" •� ' . in the planting areas whenever possible. d r• 2 • r 1 I \ 3 4' R -� ` LANDSCAPING GENERAL NOTES: detail 43 GPM _ 1 u per a I , \���i . Landscape areas shall receive 4" of coarse-ground shredded chipper muk:h under all trees and shrubs. Grading operatfona shall accommodate the mulch. 509, shown On sheet l2. Contractor shall submit a sample for approval prior to purchase and placement. Shredded mulch is available from: � N j INSTALL PARKING- LOT ARKING 1.4T LGHTtNG PER I _ 11 Blue Ribbon Nurseries, Orange, CA 714 633-3666 DETAL 8 SHEET L3 ' B /Pioneer Southam 0 792-5983 TYPE Iv REFLECTOR - w FI 8 O { 9 1 ? AND CUTOFF SHIELD with the installation of the irrigation system have been completed, I ► _ 2. No Planting shall be done until all operations in conjunction w g Y P � REFLECT g ! final grades have been established, and the planting areas have been properly graded and prepared as specified. I g P 9 N - or equivalent. It shall be applied between the planting _ - 3. For the purpose of weed control the contractor shall make two applications of round up eq PP P 9 g p application shall occur 7 14 da after watering. The pesticide and irrigation installations so that sufficient watering can be done. The second app Ys 9 P IN ALL CONDUITS AND-CONDItCTo%o �S --- ' shall include a photosensitive dye that will disappear 2-3 days after application. SIZED PER LOCAL CODES, FR041 ' NICAL ROOM TO LUWNARIES� ! 1 t 4. Plants and trees shall be installed per details 502, 506, and 507. The details are shown on sheet L2. 1 10-CONDUCTOR SIZE a>t ,"1 N A l 33 GPM ° It-NUMBER OF C""DUCT ' I= 2) XERISCAPE ASSESSMENT SUMMARY 1 '4 IRRIGATION SYSTEM LANDSCAPE SYSTEM •° • .• ° • �. ` _ •• d �' , _ POINTS TYPE h/ REFLECT � .° 1D .• . ' POINTS CLAIMED CLAIMED LOW GALLONAGE IRRIGATION SYSTEM 20 WATER CONSERVING PLANTS 20 - . .. TYPE IV REFLECTOR ; I „c! j . . �,� • AND CUTOFF sI-t�E� _ - CONTROLLER 20 TURF UNITED TO 25X OR LESS � � � � AUTOMATIC 20 _- �• � - � '�, ,��r s DESIGNED TO WATER PLANTS BY WATERING NEED 10 PLANTS GROUPED BY WATERING NEED 10 STUB OUT AND CAP END OF INSTALL 1 0 SLEEVES ! 1 • w OFFSITE MOISTURE SENSOR CONTROL 5 HARDSCAPE 10 ELECTRICAL CONDUIT 24" FOR FUTURE IRRIGATION BELOW GRADE . % , y, PERMEABLE PAVING EXPOSED CONDUITS SHALL BE 1 ENA WATERLINE AT N �: ! j , RAIN SENSORS { o cuR ANGLE POINT 3/4 , WIND SENSORS LAW-WATER TURF VARIETIES RIGID PIPE. PAINT CONDUITS; C,r� EN _ / .�i 5 MULCH PROVIDED IN NON-GROUND COVER AREAS 5 COLOR TO MATCH BUILDING. SENSITNE TO SLOPE FACTORS '� SEAL ENTRY THROUGH BUILDING yVT r _ 1 2 _ / ` % M WALL PER FIRE CODE. """��� RECLAIMED OR RECYCLED WATER SOIL AMENDMENTS ' I(/�' _ f TOTAL POINTS CLAIMED: 60 TOTAL POINTS CLAIMED: 65 4 / o GPv 000 0°000 VF-1f3 �`` oo�� `' � °° - � ` / /� ---- _ _- _ CONSTRUCTION NOTES INSTALL PHONE LINE, 120V 20, r POWER LEADS, AND CONDUITS 1 _ 1a-- CONSTRUCT 6 MADE MOW CURB PER CITY STD. 534 ROM-81111 D14G-ME-rWANICAI CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL "A" SHOWN ON SHEET L3 ROOM TO PEDESTAL, PER l LoccooEs ALPINE S I '' ,- �, i _,__`� 1 _ _ ALPINE S 3�- PLACE 21-3' 0 BOULDERS IN GROUPS OF THREE PROVIDE AND INSTALL P.O.C. TIMECLOCK AND EXTERIOR -� MOUNTED PHOTOCELL FOR - ___ v•� PARKING LOT LIGHTING C�j, i! 111 CONTROL. MAKE WIRING - ;'f N CONNECTIONS TO EXISTING CIRCUIT PANEL. IRRIGATION SPRAY HEAD LEGEND: scALE: t" = 20' SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM MFG SHRUB BODY HOZ. OPTIONS REFERENCE PANT � CONNECTION O 180' 12' 12' LOW GALLONAGE 30' 30 1.30 RAINBIRD 1800-SAM-PRS 12H - POINT OF CONNECTION - INSTALL 1-1/2" SERVICE UNE FOR IRRIGATION WATER METER. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CUCAMONGA COUNTY WATER LEGEND: 90' 12' 12' LOW GALLONAGE 30' 30 .65 RAINBIRD 1800-SAM-PRS 12Q - DISTRICT AND PAY ALL FEES FOR THE CONNECTION OF THE NEW WATER METER AND O 360' 10' 10' LOW GALLONAGE 30' 30 1.75 RAINBIRD 1800-SAM-PRS 12F PCS-175 SERVICE UNE. CONTACT CCWD AT (909) 483-7440 FOR COSTS AND INSTALLATION PORTLAND CEMENT CONCRETE (NEW) PROCEDURES. FEES PAID BY THE CONTRACTOR SHALL BE REIMBURSED BY THE CITY. I 180' 10' 10' LOW GALLONAGE 301' 30 .90 IZAINBIRD 1800-SAM-PRS 12H PCS-090 A.C. PAVEMENT (NEW) �,�,L 5W/3P EXISTING WATER PRESSURE: 106 P.S.I. 4" THICK CHIPPER MULCH 90' 10' 10' LOW GALLONAGE 30' 30 .40 RAINBIRD 1800-SAM-PRS 12H PCS-040 SEE PLAN La SYSTEM DESIGN PRESSURE: 85 P.S.I. (�• LANDSCAPE NOTE 1) ® 360' 8' 8' LOW GALLONAGE 30' 30 1.25 RAINBIRD 1800-SAM-PRS 12Q PCS-125 PEAK IRRIGATION DEMAND: 43 G.P.M. COBBLESTONE ROCKSCAPE GI 180' 8' 8' LOW GALLONAGE 30° 30 .60 RAINBIRD 1800-SAM-PRS 12H PCS-060 V 90' 8' at LOW GALLONAGE 30' 30 .30 RAINBIRD 1800-SAM-PRS 12Q PCS-030 • 800-SAM-PRS 1 H PCS-060 FLOW METER � _ BOULDERS 6 180' 8 6 LOW GALLONAGE W 30 .60 RAINBIRD 1800 SAM PRS 2 ® 90' 8' 6' LOW GALLONAGE 30' 30 .30 RAINBIRD 1800-SAM-PRS 12Q PCS-030 DATA INDUSTRIAL MODEL 220P FLOW METER SUPPLIED BY CALSENSE SHALL BE INSTALLED INLINE, IRRIGATION AND LIGHTING SYMBOLS LEGEND: WITH A MINIMUM LENGTH OF 12.5" 1-1/4 PIPE SCH 40) UPSTREAM OF FLOW METER AND A MINIMUM LENGTH OF 6.25 1-1/4 PIPE (SCH 40) OF PIPE DOWNSTREAM OF FLOW METER. SEE P CALCULATIONS SYMBOLS DESCRIPTION MANUFACTURER REFERENCE DETAIL #516 SHOWN OF SHEET L2. FLOW METER SHALL BE HOUSED IN A VALVE BOX MARKED "F.S." FLOW METERS ARE AVAILABLE FROM RICH MURRAY AT CALSENSE, 2075 CORTE DEL NOGAL., ►� saE t-t/2' ® 1-1/2" WATER METER PER CCWD CCWD STD DWG 2 SUITE J CARLSBAD CA 92009 714 458-0129. H.C.L 1411-1391 ELECTRICAL PEDESTAL W/ AUTO. STRONG BOX SB-24SS/120 DETAL 5n-SP CONTROLLER, AND PHONE UNE CALSENSE ETI -40-R SEE PLAN L3 PLANE MATERIN•S ELEVATION 1148 SYMBOL BarAHlc",AL NAME COMMON NAME SRE SPACING QTY. REMOTE245 x .433 � 108 P.S.T. 1-1/2- BACK FLAW PREVENTION ASSEMBLY AND FEBCO 825Y-BV DETAIL. 532 MAXWU CONTROL CALVE A2 43 t-t/4• CRY / TREES y�µpyy�p; 501 � 502 a Tar wuaMLw DEMAND 43 G.P.M. DESCRIPTION OF REVISION DATE ApplgyEp; N SEE PLAN L3 ELEVATION: 1356 1-1/2 WYE STRAINER WiI.KENS YSBR " DETAIL 519 QUERCUS LOBATA CALIFORNIA WHITE OAK 15 GAL PER PLAN t EA PRESSURE O R.0 V. (STATIC) 57 P.S.I. ® 1-1/2" PRESSURE REGULATOR WILKENS 500 SERIESCITY OF RANCHO CUCAMONGA WATTS XV 113-12 G - WATER METER 3.8 1-1/2" MASTER CONTROL VALVE DETAIL 518 L1QlMDAMBER PALO ALTO 15 GAL 25' o.c. 3 EA �2• PRESSURE REGULATOR 6.0 P.S.I.I• / N A u o DETAIL 516 1-1/2- R.P. BACKFLOW DEv�cE 14.0 LANDSCAPE, IRRIGATION, AND LIGHTING PLAN FOR THE 1-1/4 FLOW SENSOR 1-1/2• MASTER VALVE 1.0 2" SERVICE UNE FROM POC TO .METER TO BPA PER CCWD CCWD STD 2 & 2A � � cANARI�sIsCANARY ° PSE 'S 25' °.°. 4 �► z='/4- �L� 1.3 SENIOR CENTER PARKING LOT AND --2-- MAINLINE PVC PIPE, 2" CLASS 315 PVC oETAL 532 ���llil PLM L3 KE (190 LF.) ALPINE STREET IMPROVEMENT PROJECT '-1/2 NON-PRESSURE SUPPLY ONES SCH 40 AIL SHRUBS REFERENCE STANDARD. 506 507 a< 50d 473 TaT 1-1/4• REMOTE CALVE 2.3 ' 11-1/4•� REMOTE CONTROL CALVE 8.0 -- -- ELECTRICAL CONDOR; P=PVC, R=RIGID, E=EMT SCH 40 PER LOCAL PLA xYLosw` coNGe�uM - � NCN t GAL. 8' o.c. t 5 EA ' - 2 FnT�c LOW UNE 0 4 LOCATED AT THE SOUTHEAST CORNER OF ARROW ROUTE AND MALVERN DETAILS DOM BICOLOR FORTNIGHT' ULY 1 GAL. 4' o.c. 42 EA 10 Fr. ELEVATION CHANGE GE 4.3 AVENUE ALSO INCLUDING THE ALPINE CUL-DE-SAC WEST OF RAMONA AVENUE LOSSES 48 1-� SLEEVES 2x SLEEVED PIPE OR PER PLAN SCH 40 TOTAL SYSTEM REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-B DETAIL 520 ® I�WrDINA DOMESTICA 'HAMA' DWARF HEAVENLY BAMBOO t GN.. t d• O.C. 233 EA PARE ��D AT HEAD: 30.0 APPROVED BY: DATE: • CITY ENGINEER RCE: 4 5 QUICK COUPLING VALVE RAINBIRD 33 DL.RC DETAIL 535 MYOPORUM PARVIFODUM NCN 5 GAL. B' o.c. 20 EA TOTAL PRESSURE REQUIIRM. 76 0WE PLAN L3 JASM060M STAR JASMINE FLITS 2' ox. 163 STATIC PRESSURE AVAILABLE 106 DESIGN PLAN PREPARED BY: REDOM EMM CONTROLLER SEQUENCE/VALVE NUMBER -___-- ____-- PLANTOM REG. PRESSURE AVAIu�BI.E (PRE-SET) CSB CITY ,�oo CIRANCHOpRCUCAMONGA \M48 Will GALLONS PER MINUTE - - RESIDUAL WATER PRESSURE: 85.0 REMOTE CONTROL VALVE SIZE DRAWN RANCHO CUCAMONGA, CA 91730 sFEEr NOTE: Quantities shown on the legend aro for estimating purposes only. Final quantities RESIIDUAL CSB L1 of 3 Deo 2" RESILIENT WEDGE RING TITS GATE VALVE WATTS 403RT-RW WT PLM DETAIL 51s for plant materials installed shall be governed by the indicated planter 3o P.S.T. 00 LUM NINRE, POLE, FOOTING, ANOM BOLTS AND CON W B e spacings and detail 508 shown on sheet L2. R.C.E. NO DRAWING HM pyo 6-4-97 � NO 97-02 � � � ^I-- R V NOTES: STORM DRAIN/UNDERGROUND ^ 1. REMOVE NURSERY STAKES UTILITIES R ( Y 1 2. STAKES PARALLEL BE PU1M8 AND 3. STAKE TREE PERPENDICULAR TO PREVAILING WINO. N I l ' SIDEWALK u-nuY ^ �1 ' W E ROLES.L. c , �J CURB AND G METER 10' S' TOP TIE TO BE PLACED AS * * MIN. MIN. \� W TRS NLOW ASTPOAs�sLtpeW��opNR TVH�N� ONE HALF OF SPACING . FI *NG OF T11E TREE. BUT � OF STAKES BELOW REQUIREMENT 4. OF COMPACTED WOOD CHIP NOT SO LOW AS To HEAD OF TREE WHERE LIMIT OF PLANTER AREA MULCH. SUPPORT OR ALLOW SPEaEs GROWTH HABIT PERMITS. TIGHTLY COMPACTEDTHE HEAD TO DROP. MAIN TRUNK WATERING BASISIN RM TO F CUORM RB (CONCRETE HEADER, FMNSH GRADE CURB h GUTTER, SIDEWALK, ETC.) (2) SETS OF CINCH TIES SPACED 24• v Q w APART, ATTACH WITH GALVANIZED TOP OF ROOTBALL TO 4• WOOD CHIP MULCH. TOP OF ROOTBALL TO EXTEND 2• SIDEWALK = SCREWS TO S' LODGE POLES. EXTEND 2'ABOVE ABOVE FINISH GRADE FINISH GRADE ORIGINAL GRADE �i � DRIVE S.L. 12" 2. ON. LODGE POLE PINE STAKES NATIVE BACKFILL WITH NO ROCKS 12 Q I APPROACH WITH WOOD PRESERVATIVE STAIN, GREATER TWIN 3' DIAMETER.T Old DRIVE A MINIMUM OF 6• INTO 7 UNDISTURBED SOIL AND POSITION CURB AND GUTTERMilo= STAKES OUTSIDE ROOT BALL. 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. 1 ARBOR GUARD IN TURF AREAS AND h N FRONT YARDS. MIN. MIN. * TOP OF ROOTBALL To EXTEND 2" - NDERGROUND ABOVE FINISH GRADE. - OJ STRUCTURE sg. TIGHTLY COMPACTED 3" BERM TO FORM CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND ROOT BALL - ( TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE I i- ROOT BALL OUTSIDE OF PLANT PIT. BERMS IN TURF _ NOTES: AREAS TO BE REMOVED PRIOR TO CITY - PLANT PIT TO BE (2) TIMES THE * ACCEPTANCE. _ _ = WIDTH OF THE ROOT BALL. - - _ - PLANT PIT TO BE (2) TIMES THE SHOVEL CUT EDGE COIL MPACTED 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEERj I j_J I I _ WIDTH OF THE ROOT BALL. 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. AT ALL LOCAL RESIDENTAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st - - - PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. NOTE: - NATIVE BACKFILL WITH NO I - 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND r- ROCKS ROCKS GREATER Tww 3' SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON � : FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY ROOT BALL DIAMETER• PLANS: S E LEGEND OR SPACING REQUIREMENTS.OWNED WATER & SEWER LATERAL LINES. 1 E BAcKFlu WITH NO ' GREATER THAN 3' DIA UNDISTURBED NATIVE SOIL 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. UNDISTURBED NATIVE SOIL 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING INTO EDGES R GROUND COVER AREAS. ENGINEERING OMSION. E SOIL UNDISTURBED NOTES: FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CRY t UNTANGLE ROT BALLTEDDO NOT CRACK ROOT IIIALL N•L RDOTS AT EDGE NOTES:1. UNTANGLE MATTED ROOTS BY LOOSENING N1 ROOTS AT MOE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3, MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. STANDARD PLANS. I TWICE ROOT BALL WIDTH I OF ROOT BALL DO NOT CRACK ROOT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. 1 LEGEND ARE ESTIMATES ONLY. TREE PLACEMENT SCALE 50 '� 50 GAL UBLE STAKED BOX TREESCALE 502 CONTAINER PLANTING SCALE 506 OCONTAINER N SLOPE PLANTING LSCALE 507 SHRUB COVER PLANTING SCALE 508 MULCH INSTALLATION SCALE 509 NONE NONE NONE NONE NONE NONE BACKFLOW PREVENTER ASSEMBLY BACKFLOW PROTECTION BOX a STRONG BOX /SBBC-45AL NIPPL PE C - TYPIw m � ROUND PLASTIC VALVE BOX ek SCH 80 PVC UNION ° COVER ETCHED "IRRIGATION GATE" ROUND PLASTIC VALVE BOX NIPPLE _ (CARSON OR EQUAL) COVER ETCHED 'PRESSURE REGULATOR' WHITE < n FINISH GRADE <n (CARSON OR EQUAL) 6" THICK X 12" WIDE FINISH GRADE BLUE BRASS WYE STRAINER CONCRETE PAD (LENGTH ARIES M V` PER SIZE/MANUFACTURER) « I WITH 60 MESH SLOPE TO DRAIN AT MINIMUM _ RED 'SNAP-TTTE' WATERPROOF MONEL SCREEN 2X a. �, CONNECTOR OR EQUAL FINISH GRADE BALL VALVE - 1 1/2' OR SMALLER WITH W BLACK UNION STAINLESS STEEL HANDLE BUIOATION CONTIIOLLlR �A�MIN.2'l PVC SLEEVE\ ( ) ♦ !':� ESILIENT WEDGE - 2. OR LARGER WITH REQUIRED FOR PIPE THROUGH TE VALVE 2' OPERATING NUT WATERPROOF ALL ..F ♦. EPDXY COATED b PRESSURE REGULATOR PLASMIC VALVE BOX (CARSON OR CONCRETE PAD EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS NIPPLE - TYPICAL VALVE LTO BACKFLOW OCKING LID. PLACE AT GRADE IN AS PER SIU. ,� _ (2) PLACES eD TURF AREAS DETAIL 540 � ,� FROM WATER SO PLANT BED. AND 3' ABOVE RM SCH 40 PVC MALE PE FROM 3• 3• PPREVENNTOR V • - �- ADAPTOR _ ETER V o 9OX COMPAC"n 7m7� PIG TAIL EXPANSION a.r • REQUIRED 111 3� 3 W )L. LOOP (MIN.24' LANG) (NI"'IAOPN) -L '* �'•ti. - - I Flow BLUE TO METER * ♦ f O OF 14 �.� �� UNE TO SYSTEMS WIRES RED CONCRETE THRUST BLOCK ELBOW ;f•p• ad 4 G MASTER CONTROL PER CCWO STANDARDS TYPICAL (4) PLACES = e d r>~d Z° V V BLACK VALVE IGID PIPE AND RELATED FITTINGS SHALL BE PER -+. F CUCAMONGA COUNTY WATER DISTRICT STANDARDS. io • �•_V' FLOW METER CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO y.P&P r DIAMETER SAME NOTES: CONSTRUCTION. MME7ER� 1. INSTALL PER LOCAL CODES. 34' WASHED CRUSHED DIAMETER SAME SIZE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY M J AS FLOW METER SIZE STRUCTURES OR HARDSCAPING. 3/4" WASHED CRUSHED y 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) AGGREGATE BASE MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: MINIMUM DISTANCE DOWNSTREAM OF 4. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: A UNINTERRUPTED PIPE (5X DIAMETER 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. OF FLOW METER SIZE) 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 1. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE UPSTREAM OF 6. DLALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWAL.KS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE tOX DIAMETER DISIMILAR METALS' 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. OF FLOW METER SIZE) 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND WHEN MAINLINE IS 3" OR LARGER. VALVE NUMBER. S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. FLOW INSTALLATION ER SCALE BACKFLOW PREVENTER SCALE S17-SP VALVE 3" OR SMALLER SCALE 518 PRESSURE REGULATOR VALVE SCALE 5 9 SEE SHEET L3 FOR ADDITIONAL DETAILS NONE 516 NONE NONE NONE I t DESCRIPTION OF REVISION DATE My rwP�v: M CITY OF RANCHO CUCAMONGA LANDSCAPE AND IRRIGATION DETAILS FOR THE I SENIOR CENTER PARKING LOT AND ALPINE STREET IMPROVEMENT PROJECT i LOCATED AT THE SOUTHEAST CORNER OF ARROW ROUTE AND MALVERN AVENUE ALSO INCLUDING THE ALPINE CUL-DE-SAC WEST OF RAMONA AVENUE 'I APPROVED BY: - DATE: CITY ENGINEER RCE: 27453 DE.SMIN PLAN PREPARED BY: RMOMMENM CSe CITY OF RANCHO CUCAMONGA dk 10500 CIVIC CENTER DRIVE DRW) RANCHO CUCAMONGA, CA 91730 SIEr CSs L2 of 3 CHECMDRAWMkgNO I a//��rr I .V.L NO • R HM aW 6-4-97 FlLIE No 07-02 6 -�-- " J STAND ALONE CONTROLLER � I 24` STRONG Sox MODEL N0: F4ARDSCAPING(SEE NOTE 4) v TO SPRINKLER - ANGLE PIPE TO SB-24SS/12oV SPECIFIED DEPTH WITH 45' ELLS P SCH 40 PVC MALE ADAPTORINA El�l 3' SCH W PVC UNION NII TI f - _ __ oNNE ORS OR EQUF NOTE: �' 11=1 ElIII I I=III=III- CONCRETE HEADER - 1/2" RADIUS BRASS OR PVC HIPPIE _ CALSENSE CONTROLLER Z -I� I 1=III I I -FI - _ EXPOSED EDGES AND FINISH PER PLAN ELECTRIC CONTROL VALVE ENCLOSURE TO BE GROUNDED PER _ s PLASTIC VALVE BOX LOCAL CODE GROUND ROO TO BE MODEL NO. PER PLANS 3 1" IN LAWN INSTALL AT GRADE LEVEL AT SWALE COONNTR�OLLERSIDE.ENCLOSURE. ON `N I-I I I I I I I I I I I IIII IN �ROSSINGS) MARKED "IRRIGATION RCV' 1 z ( °g - CLEAN BACKFILL - SEE - ETCHEDNOR WITH CONTROLLER Y^ I I I SPECS FOR MATERIAL. I III FINISH GRADE CALSENSE HARNESS AND VALVE SEQUENCE 120 VOLT DUPLEX- 0, U n 90% COMPACTION REQUIRED = -1 I I - CLEAN BACKFILL - SEE OUTLET (GF SPECS. FOR MATERIAL FINISH AND POWER CONTROL 20 AMP TERMINAL BLOCK -III II- ' , 90R COMPACTION REQUIRED .�► _ -IIII I II V.MIN FINISH GRADE GRADE II 1 I " II 1 I STATIONS + COM VIRE, � I-I NON-PRESSURE LATERAL UNE: n - �r4'r I -III-I- r1 < II II SWITCH SIZED TO ACCEPT NOF � MIN I i I I J'-e' X 3'-e' x s' CONCRETE RJ-11 PHONE JACK-,*, MASTER/FLOW VALVE WIRES I� FOOTING INSTALL A MINIMUM OF . III I I TRENCH SNAKE PIPE IN I PROVIDE 6' MIN. OF SAND rT)111 I III= 2X AND EI CON REMOTE o j j-1 II ;:; BEDDING AND SHADDING •IJ' ABOVE GRADE MID SLOPECONTROL PIGTAIL ----, I$IDIINAUC ITOP TO ORNN AT 4MIIMUM OF 2x. EICON REMOTE CONTROL PIGTAIL '� -_ PRESSURE SUPPLY UNE: T 3 RE-BAR CONTINUOUS WH ERE I REMOTE CONTROL (BY CI TY) - - SCH. 40/CL 315 SNAKE 1 I I �1 UNLESS OTHERWISE INSTRUCTED) COMAON ARE C0IWURWIitES IN FIELD WI RES _ PIPE tN TRENCH III REQUIRED - - _3" PIG TAIL EXPANSION I- _ LOOP (MIN. 24" LONG) -I�I -- III- _ CONTROL WIRES - BUNDLE I III _ CONTROL WIRE SLEEVE - ^ 120 W NYRE IN I 6' _ SIZE PER PLAN INSTALL CONOIHT (PER LOCAL CODE) 90" SWEEP ELL M�-�i I(I I 1=� INSTALL ADJACENT D.C.OTO �D -III-I ADJACENT TO PRESSURE �OyV BRASS ANGLE To POWER SIDE of CABINET (TYP.) ENCL SURE MOUNT I - . . . . . . . . . SUPPLY LINE m 3 - VALVE W/UNION - I� I -� I I PRESSURE SUPPLY UNE _ 1 III =1 3/4` WASHED �(-III- I-III _ _ _ _ CRUSHED AGGREGATE NOTES- I I=I 6• np PROVIDE 6" MIN. OF SAND -I 11}'�-1 - - - - - PRESSURE SUPPLY UNE d r' BEDDING AND SHADDING I _I I 1-1 11-1 -11 - = SLEEVE - SIZE TWICE 1. INSTALL CONTROLLER PER MFG. PRINTED I NSTRUCTI ONS AND PER LOCAL ITTT I I I-III- DIAMETER OF PRESSURE I-�I I 6" SUPPLY LINE CODES. LDCATI13N TO BE APPROVED IN FIELD BY THE CITY INSPECTOR -SII PRIOR TO CONSTRUCTION. SCH 80 PVC NIPPLE CONTROL & COMMON WIRES NON-PRESSURE SE1rSE 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESI GN NON-PSSURE LATERAL SEQUENCE OF REMOTE CONTROL VALVES, UNE SLEEVE - SIZE TWICE PER PLANS. NOTE: DIAMETER OF NON-PRESSURE RESER To CONTROLLER 3. RUN ONE EXTRA WIRE (COLOR ORANGE) TO FARTHEST RCV ON EACH 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. LATERAL UNE NOTES: INSTALLATION DETAIL 524-SP BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 18" MIN. DEPTH 1. ALL SLEEVES TO BE SCH 40 PVC. 1. PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/8' EXPANSION WIRE AT THE ENCLOSURE, 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF KARDSC,APING AT BOTH ENDS. JOINTS AT 20'-0" O.C. 3" AND LARGER 24" MIN. DEPTH 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. BRASS NIPPLE FINISH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND GRADE B' GROUND ROD 5. NO SPLICES SHALL BE MADE TO THE CONTROL WIRES BETWEEN CONTROLLER STD. NO. 120 24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW PRIVATELY-MAINTAINED AREAS. PRESSURE SUPPLY UNE N SCH 40 PVC SXSXT TEE II " AND REMOTE CONTROL VALVES, ( 3. CONCRETE TO BE 520-C-2500 MIN. MI I NOTES: 2 120 VOLT WIRE IN RIGID 6. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 1.INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. �, } CONDUIT (PER 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. soy+ ,.i; LOCAL CODE) 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. REMOTE CONTROL VALVE wm-IE SCALENONE 52O CONTROLLER ENCLOSURE SCALE ]-522-� AND CONTROLLER NSTA CATION ASSEMBLY SCALE �z4-sP TYPICAL TRENCHING SCALE 532 TYPICAL SLEEVINGSCALE 533HEADERL=!NONE CALE SHUT-OFF VALVE do UNION NONE NONE NONE NONE CONCRETE 534 POP-UP TURF HEAD BODY SET TO HI-POP SHRUB HEAD BODY SET TO CURB UP 1/4- ABOVE FINISH GRADE 1/4- ABOVE FINISH GRADE COBBLESTONE T SIDE ID `SNAP-TITS' WATERPROOF MORTAR SIDEWALK SPAUL.DING FINISH GRADE CONNECTOR OR EQUAL EI-PM-S25O-IV-120V WIRE SERVICE LOOP LOOP SQUARE RAIN BIRD 33 DNP WITH PURPLE FINISH GRADE 2� FIXTURE AND 250 HIM ENOUGH WIRE TOE ND WIRE RUBBER CAP - SUPPLY ONE KEY BUNDLE 6' ABOVE GRADE) r` I� STRAIGHT LAMP SSWIVEPER 1LS QCV S INCLUDING HOSE STUCTURE OR 7HARDSCAPING I I- - _ - - - �( J ' � A s STEEL ADD CS CUTOFF - _ - _ 7J,FI�N SPUCE BOX COVER WITH POLE SHIELD WHERE SHOWN FINP ISH RADE NSTALL NLOCKING TOP ETCHED 'S.B �S�I-O' ON PLAN, SH. L I 3" MINIMUM LE WITH GROUND LUG, GAWETED 18 - AT GRADE IN LAWN AREASIL 7TT �j 3 IN PLANTER BEDS CONCRETE BED UNDERNEATH COBBLESTONE CO A PER ANT HARDWARE W - COVER CURB k GUTTER MIN./4' MAX. RAD. STUB OUT CONDUIT, INSIDE POLE, AND WRHIN _ -_ SCH 40 BRASS NIPPLE 12' - Z OF HANDFIOLE -III I I I I I . I SCH ao PVC NIPPLE COVER SCH 40 BRASS 90• ELL I- (MINIMUM 2" LONG) 1 12" X 18" GREEN PLASTIC METER SCH 40 BRASS W STREET ELL STAINLESS STEEL BOX. CARSON OR EQUAL t SCH 80 NIPPLE - 6" LONG H . . O SCH 40 BRASS NIPPLE - SCREW CLAMP SC 40 PVC o a FOLE BASE PLATE 24" LONG MINIMUM (3) PLACES T X T 90' ELL SIDEWALK DSCAPE MARLEX 90' STREET ELL NOM- E SCH 80 PVC 90' STREET ELL t2 ) 4 REBAR STAKE ON AT RIGHT ANGLES (TYP.) -� 4LONG FlXTU POLE AND BASE ' 3 MIN./4'MAX. RAD. GRADE 1, COVER FIN.ISH TO BE WHITE POWDER Q SCH 40 PVC PCC MOW CURB PER CITY STD. 534 COAT O MARLEX 90' ELL MARLEX 90' STREET ELL 9O' STREET ELL V �" NON-PRESSURE -PRESSURE tr ; LATERAL FITTING MARLEX 90' STREET ELL mom LATERAL FITTING 1. ROCK SIZE Ac SHAPE, UNLESS OTHERWISE SPECIFIED, SHALL BE: IM NON-PRESSURE LATERAL UNE SCH 80 PVC NIPPLE 24 VOLT WIRES. TAPED AND COBBLESTONES: MAX. 12' - MIN. 6", W/1 FLAT SIDE ANCHOR BOLTS PER CALTRANS STD" DETAIL NON-PRESSURE LATERAL UNE TYPICAL (2) PLACES 2. COBBLES SHALL HAVE 2/3 EMBEDMENT ES-8D• GROUT AFTER POLE IS SET AND •1� � BUNDLED AT 15 FT. INTERVALS J• � 2 CU. FT. PEA GRAVEL 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' PLUMB. L NOTE: MORTAR, 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI NOTE: PORTLAND CEMENT CONCRETE. (NO -DRY-PACK- IS ALLOWED) PRESSURE SUPPLY 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, NOTE 1. LOCATE HEAD 2' TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, UNE FITTING AND EDGES OF LAWN. 1. NO SPLICES SHALL BE MADE TO THE CONTROL WIRES BETWEEN CONTROLLER 4 THE CITY INSPECTOR, PRIORTOPROCEEDING WITH REMAINING EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. G d a• PRESSURE SUPPLY UNE AND REMOTE CONTROL VALVES. THIS DETAIL IS FOR THE COMMON WIRE ONLY, ROCK WORK, Q v 2. USE TEFLON TAPE ON ALL MALE THREADS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE CITY INSPECTOR. a ► PER �. SM. FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. d d DETAIL ES-6D4. HEAD CONNECTION AT BOTTOM INLET ONLY. STAKQUICE c FOR ONVALRF REASMETAL SCALE 535 POP-UP SPRAY HEAD SCALE 537 HIGH POP-UP SPRAY HEAD SCALE �9_ 24 VOLT SPLICE BOX SCALE _ COBBLESTONE ROCKSCAPE SCALE A SCALE e STAKE - FOR NON TURF AREAS NONE NONE ONE NONE NONE LIGHTING POLE DETAIL NONE DESCRIPTION OF REVISION DATE �cxnr RowED: CITY OF RANCHO CUCAMONGA LANDSCAPE, IRRIGATION AND LIGHTING DETAILS FOR THE SENIOR CENTER PARKING LOT AND ALPINE STREET IMPROVEMENT PROTECT LOCATED AT THE SOUTHEAST CORNER OF ARROW ROUTE AND MALVERN AVENUE ALSO INCLUDING THE ALPINE CUL-DE-SAC WEST OF RAMONA AVENUE APPROVED BY- DATE: CITY ENGINEER RCE: 24953' DEEM PLAN PREPARED BY: REICOM ElDm CSB CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DRWN RANCHO CUCAMONGA, CA 91730 SHEET CSB L3 OF 3 CHECKED RC.E NO DRAWM NO. HM DATE 6-4-97 FxE No 37-42 1 (o I 0-L s