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HomeMy WebLinkAboutPalma Village Neighborhood Park - 1 4649 Brockton Avenge P Riverside-, CA 92506 rF 73 F•uK^l'J� 3 - 627=143=006 Phone: (909) 369-0700=690 DE ANZA WAY APN'S 143=007, 627=143=008, 627=143=009 :5 SAN ARLOS . AVENUE AND DE AN A WAY � r l j Fax: (909) 369=4039 M DESER ( 40 UP `` www.comworksdg.com DRIVE, PALM DESE CA 92260 [ANDSCAPE . ARCHITECTURE Contact Amelia Herndon V'IC1�11ITY MAP: SITE •. PLAN. CONS -ULTANTS. PALMA VILLAGECIVIL ENGINEERING: N0LTE ENGINEERING NEGHBORHOOD i IV 255 E. RINCON ST. SUITE# 110 CORONA, CA 92879 PARK PH:(909) 739-5763/FAX: 909 739-751 CONTACT: CHUCK CHRISTOPLIS ' ELECTRICAL ENGINEERING. CITY OF h ., JDSA ENGINEERS INC. PA3780 TWELFTH STREET SUITE B RIVERSIDE, CA 92501 yF r �- �. .: � ,. �� � � ;, _ .� • PHONE 909 — I ; .: �- _. z F { ) 787 1957/FAX (909) 787-8602 tR `. A CONTACT: CHRISTINE ,KENNINGS RESTROOM C _ ONSULTANT. - JOB NUMBER: 'i 06a THE PUBLIC RESTROOM COMPANY 02 I `. z 2525 SAGITTARIUS ' DRAWNN BY: A�� —__ � � t�A'l�r'i�" � �" � REND, NEVADA 89509 FAX 775 CHECKED BY: TlI `��� �� P-i PHONE 888-888-2060 .� 8L�E8• f2.2 ACRES/ 95,800 S.F. / ( ) 329-2297 CONTACT: CHUCK KAUFMAN DATE: 4/20/04 ►P �P -- 627143-006 f ° ° , 007, 008, 009 APPROV D BY: CITY OF PALM LEGAL DESCR ON: LOTS 6,7,8, 1 DESERT R:,ISIONS: ,.;. ;' #•' 5 AND 9 OF BLOCK r 5, PALMA VILLAGE UNIT #5 MB 020/040 S O.R. RIV. CTY. MARK GRE WOOD -- , P.E. DATE _ I RCE NO. 57989 EXP. 6/30/2W6 CITY ENGINEER 4 SHEET INDEX: NORTH NOT TO SCALE 2001 CALIFORNIA BUILDING CODE LI— T— °� 1 TITLE SHEET 3 IRRIGATION DETAILS 2001 CALIFORNIA MECHANICAL CODEy � _ CONSTRUCTION HOURS: 2001 CALIFORNIA PLUMBING CODE - LP- 1 Pl�4N LD 1 TI N G PLAN CTOBER 1 THRU APRIL 30 AY 1 THRU SEPTEMBER 30 W 2001 CALIFORNIA ELECTRICAL CODE (1999 NEC) DEMOLITION 0 LITI 0 N PLAN �� m MONDAY—FRIDAY 7:00 A.M.— 5:30 P.M. MONDAY—FRIDAY 6:00 A.M.— 7:00 P.M. 2001 CALIFORNIA ENERGY CODE — LP-2 PLANTING G 1 GRADING PLAN DETAILS •,,.•� SATURDAY 8:00 A.M.— 5:00 P.M. SATURDAY 8:00 A.M.-- 5:00 P.M. �� 2001 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE � E- 1 ELECTRICAL CALPLAN E SUNDAY NOT ALLOWED SUNDAY NOT ALLOWED 2001 CALIFORNIA FIRE CODE G—'2 G RAD i N G D ETAI Q d 3 GOVERNMENT CODE GOVERNMENT CODE LS N UDAYS 1 SWPP PLAN ELECTRICAL PLAN NOT ALLOWED HOLIDAYS NOT ALLOWED EC—' E L cap PALMLn DESERT MUNICIPAL CODE REQUIREMENTS: E—J? ELECTRICAL PLAN A. APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON THE PM- 1 PM- 10 PLAN (PROIII�D BY BUSINESS SUPPORT CENTER REQUIREMENTS_ CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION). CM E--4- ELECTRICAL PLAN SECTION 5416) E—cJ PH TITLE c"u � A. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A � LC__ 1 OTOM�. RIC PLA OL CURRENT CITY OF PALM DESERT BUSINESS LICENSE PRIOR TO PERMIT CONSTRUCTION U CTI O N PLAN - B. CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN—Up OF _ LC-2I�IT �VI��ED SHEET - �, = ISSUANCE PER PALM DESERT MUNICIPAL CODE, TITLE 5. C0NSTRUCTI0N These pions � i n r- � � "an ALL BUILDING MATERIALS. ORDINANCE N0. 262 OFDETAILS TheseValley water C THE PALM DESERT MUNICIPAL CODE) 3, , accordance ;; LC-3 CONSTRUCTION and irrigation design in cooperation �,c go,,,,,,,,,g �,�, ow N B. ALL CONTRACTORS AND/OR OWNER-BUILDERS MUST SUBMIT A C. STORAGE OF BUILDING MATERIAL DETAILS (City or County) S OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE VAUD CERTIFICATE OF WORKERS COMPENSATION INSURANCE PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THISLI-' IRRIGATT0NCD COVERAGE PRIOR TO THE ISSUANCE OF A BUILDING PERMIT PER PURPOSE PLANZia, UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC _ CALIFORNIA LABOR CODE, SECTION 3700. � LI—2 IRRIGATION � RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. PALM DETAILS ` �-� NORTH ( DESERT - NOT T MUNICIPAL CODE, CHAPTER 8.02 ) SHEET 1 4F _gip SEE RESTROOM CONSULTANTS PLANS FOR REST O ^OM BUILDING j�q -�1 APPRO BY: CITY OF PALM DESERT 4 MARK GREENWOOD, P.E. DATE / RCE NO. 57989 EXP. 6/30/2006 CITY ENGINEER �07,3 4 / / - PIRLIC 1NVOIDW DEPART�l 70-M ll� WAR ll Y PAW Dl11M. CA 12N0-UM ✓ / ' / / %' T�""`a 801-rods 207.E 1 : 9.207 ! PR&ECT NAB PALMA VILLAGE 1 / - .. NEIGHBORHOOD 208.E v PARK 208,5 r / / 4 DEMOLITION 4 208,5 208,A• V 208.7 4 / / 4 208,5 8 ' PLAN 208.2 208.2 2 Q 5 / 208.9 / 20 7 // / 12 208.9 4 4 209.E `- 4 209.3 209.2 // / PREPARM LMM THE DftXj S AMNIS ON OR 4 / ' 2092 / ' �/ ` � / � ( 4 4 � � 209. 6 210.0 � r— —! 209.3 / 209.E ds 209 � Dote .5 / � 20 O � 4 4 RIA No. EXP. 1-o4 ATE aTE D 2110 10-3 3-02-04 . � o 4 r�Ecrlor� . 210� NORTH SCALE "' "1 = 20 -0 - y 2 __-- �' l 210.6 o so 4o so REVISIONS NO. DATE DESCRI nM APPRD r ' / DEMOLIT1 N LEGEND,O DESCRIPTION 8 / EXISTING CONCRETE CURB AND GUTTER TO REMAIN. PROTECT 21 0// O IN 4 ' 8 / / � PLACE. • f / O EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE. 211.6 EXISTING ELECTRICAL PEDESTAL TO REMAIN. PROTECT 1N PLACE. EXISTING VEGETATION TO .BE REMOVED. DISPOSE OF OFF—SITE IN A LEGAL MANNER. EXISTING CONCRETE CURB AND GUTTER TO BE SAWCUT AND REMOVED. DISPOSE OF - /- O OFF—SITE IN A LEGAL MANNER. - EXISTING CONCRETE TO BE REMOVED. DISPOSE OF OFF—SITE IN A LEGAL MANNER. 22 / EXISTING PERIMETER WALL AND WOOD FENCE TO BE REMOVED. REMOVE ALL FENCE POSTS, FOOTINGS, AND ACCESSORIES AND DISPOSE OF CLIENT: CTY OF PALM DESERT OFF SITE IN A LEGAL MANNER. ,JOB NAME: PALMA VILLAGE NEIGHBORHOOD PARK EXISTING ELECTRICAL POLE AND GUIDE WIRE TO BE DIRECT BURIED BY v MN Ilreddin Asp DATE 3/02/04 OTHERS. DESIGN BY: sf�Os TIN Ibwddk G i i g EXISTING VEGETATION TO REMAIN. PROTECT IN PLACE. TEMPORARY VINYL FENCING TO �j .�� DRAWN BY: ANH O BE ERECTED ACCORDING TO CITY/ OWNER REPRESENTATIVE. CONTACT LANDSCAPE INSPECTOR/ PUBLIC WORKS DEPTARTMENT AT (760) 346-0611. AOoI -Orr00 CHECKED BY- TIM S . j EXISTING BOULDER TO BE SALVAGED AND RE—USED ON SITE PER JOB NUMBED 021 ® CONSTRUCTION PLAN. CONSULT WITH CITY FORCES BEFORE REMOVAL. Fu ow aM-4ON FILE NUMBER: 5' ELECTRICAL UNDERGROUNDING EASEMENT / SHEET NUMBER: D�Si�M GROUP EXISTING PARCEL BOUNDARY LINE 2 LDml 20 TOTAL SHEETS (,� GRADING GENERAL NOTES FRED WARING DRIVE SAWCUT 1'-O" EXIST. 1. ALL GRADING To BE DONE IN ACCORDANCE WITH THE 01Y OF PALL DESERT GRADING PROJECT Sl T "0 'f PP /�'� 6"CAC FULL(DEPTH A.C. 2. THIS IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING PERMIT BASED �NST R N /�/ f INSTALL PKWY 5 ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, CATALINA WAY G Fj 4 �� •�O API SE A DRAIN PER S7D DRWG. 200 O'1• 01' 01. PARKING LAYOUT, BUILDING LOCATION, WALL HEIGHTS AND LOCATIONS, OFFSITE DRAINAGE ® GUADALUPE AVE. Q Q `5'L• R'/ / ''6� Fv�'L�ry Cl)0 �' FACILITIES, OR OTHER ITEMS NOT RELATED DIRECTLY TO THE BASIC GRADING OPERATION. RES.�P�L PG, ry0 205.78 _ . - _ _ �. _ = GRADING IESR OF IN SUBSTANTIALOCONFORMANCE WIT E APPROVED FROM THE ENGINEER-OF-WORK STATING THAT THE PLAN AND THAT THE EX. TC SAN GORGING �F Qv WAY pEP 05.98) c� PAD AND FINISHED FLOOR ELEVATIONS ARE PER THE APPROVED PLAN, AND A ANZA ' EX. TC �� ti COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL AREAS ARE REQUIRED PRIOR 9.0 9.01f9.0 .0 10.0 TO ANY INSPECTIONS OR APPROVAL BY THE BUILDING DEPARTMENT OR STRUCTURE z z F s >205.79 M rn PALM DESERT :2: DRIVE a F.L. IN INSTALL A.C. TYP U o Q 4OUNDA110N. 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE DEPARTMENT OF / EX. FENCE CORNER /P• PAVED AREA PER �-- 'j- COMMUNITY DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE INSPECTED BY THE HIGHWAY 111 ry C DEPARTMENT OF BUILDING AND SAFETY. THOSE WALLS SHOWN AS RETAINING WALLS SHALL ►� (206.32 EX. FS) OL CITY STD. SECTION c� cn c� cn cn cn i0g GJ � N. �. 6 �� 212.32 TW EX. P 45) '- ''- ►-- 4- ►- F- o o^ BE CONSTRUCTED TO CITY OF PALM DESERT RETAINING WALL STANDARDS OR BE ` o cc ao 00 rn rn rn LO N N SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS. �1 0 .I DG gy GJR R ry 205.82 77= 206• LO � d- M M o0 N ( - 5. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTON HAS COMMENCED. EL PASEO � R �1E Gi 37 N N N N >� N N N N 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION. ' p O 0�• 0���� / 4„ THE ENGINEER-OF-WORK- SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE ERVI �� SOLUTION AND REVISING THE PALMS FOR APPROVAL BY THE DEPARTMENT OF PUBLIC �,�/� .� 207 INS SE�{�ER WORKS. INI 07S3 E�0 'S• R" vG 6 5� 5 �� 5% 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE VIC TY MAP / (20689 TC ���5 Zpg� 20 -..- 2p7.4 01' 207.45 2,�0`5 AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. bt SCALE: N.T.S (207.71 ) / S ALL N 206.79) FS FS FS 5 N FS FS 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS To (20 7-C N R CLE EX. FS PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR VARIES _ VARIES 'I� 6 707J �0� -a- FROM STORM WATER RUNOFF AND / OR DEPOSITION OF DEBRIS RESULTING FROM ANY SEE PLAN SEE PLAN '" �P P' � ' S AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE GRADING PLANS. • 5 ` 17.5' i 0.0' 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) 776-6450 SWALE J� �Q�Q O.y 206.16 PEDESTRIAN RAMP PED RAMP AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. / 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING FENCE `�G Qy��' �, '2 F.L. z TRANSITION CURB TRANS CURB ,� 209.12 F.L. ELEV. gP y�G '��` .2 FL FACE 8 TO 0 FACE 8 TO 0 ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY F.S. SEE PLAN PG• 0 �G k r`a N�;, HANDICAP PARKING ASSISTANCE CALL. VAR- ES V / P' S�0' 0 1� �„� 6� w & VAN ACCESSIBLE SOUTHERN CALIFORNIA �� �,r\Q �0 5 � o EDISON COMPANY: 800-277-2600 h0 O 4 DETAIL "A" SOUTHERN CALIFORNIA GAS COMPANY: 8OD-227-2600 � 10-209,' 10-2 OF.' - _ - ¢ t�\�Q Q ,p ry0 A PEDESTRIAN RAMP C ACHELLA VALLEY WATER DISTRICT. 760-398- 2651 c'0� � � ,� ,�, Z 207.31) SCALE: 1 =10 11ME WARNER CABLE 760-340-1312 EXT.281 �• aQ- DETAIL A-A 0�0� GJ ODO 209• 1 EX 11. ALL PROPERTY CORNER MONUMENTS SHAL L NOT BE DISTURBED BY THE GRADING SCALE: N.T.S. / G�OJ �,� ©�` C F5 2O F O OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE CONTRACTOR ANTICIPATES DISTURBING SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. ALL MONUMENTS DISTURBED • GJ G��`� Oo�• D� rt �20 `L / EXISTING FENCE OR REMOVED SHALL BE RESET BY A LICENSED SURVEYOR OR A CIVIL ENGINEER ' / G 211 09.21 ALONG PL ' O + O AUTHORIZED TO PRACTICE LAND SURVEYING, AT THE CONTRACTORS EXPENSE. 0 Cory 2 F S. - 206.80 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND / OR REVISION BY THE CITY OF TC T.W PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUC110N HAS NOT COMMENCED PN, (209•0 L ry O �r WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. 13. EARTHWORK QUANTITIES: 700 CY CUT (RAW), 1100 CY FILL (RAW) `� 1 207.95) 212.80 TW 0 CORNER {'• Dc P 209 3 EX. FS 207.78 0'�• ` 0 5 206.80 EX. FS F.S, �� ` T.W 206.30 7F EXISTING FENCE WALL TO BE END EX. TW N O REMOVED AND REPLACED WITH rho ° O 8c�j LO co 6' HIGH BLOCK WALL PER END EX. BW (207.78) `I- 1 \ SEPARATE CONTRACT, WALL EX. POWER POLE ON PL SUMP ARE ��• �" 0 F.S 0 209.7 TO BE RE-BULL T ON GRADE (207.59) EX. FS 0 POLE �0• 209.45 , - F F.S. 206.32 207.36 G k �-� EX. FENCE CORNER FS � -� 209. 4 L.P. EX. W v 20 73 �. •92 F. 208.39 (207.84) EX. FS O 0v � \ 209 � -!- r �`� S .2 . ( EX' rc g°0 ��p ° 9.82 Ex. Fs �29 / . 2 0 7 O °� '�� J> O F S. 3 EX. FENCE CORNER 2 O S „�„ •S. (208.49) EX. FS214.49 TW o � ,00 211.81 210.0 20Z 99 IF � � o� J H.P. 0 F / 207.73 ,(J D� EX. BW G p0� 8 208.55 C'v / / S INSTALL STD 0 F •� -}. 210.75 I \ 1 6 CITY SDWK PER TY � 7 MOW S7RIP o �� STD N 104 A o- 210.5 c'Q. rc'1 EX. TC ���� 210.21 1( 0 9 *� �-ag 209.05 F S. 210.1 D S. 208.52 208,81 SUMP AR F.S. 209.08 EX. BW F.S. LEVEL AREA 0 EXIS77NG BLOCK WALL TO 9 •209.82 FS. REMOVED AND REPLACED BE 208.63 rX 2 -os H.P. F.S. 6 HIGH BLOCK WALL PER • 209.00 F.SF.S. 20 SEPARATE COIN7RACT WALL N W r�10 L.P. F S F`' 209.33 ` F.S. 9J TO BE RE-BUIL T ON GRADE N N O 6� 209.73 201.12 EG 9.08 210.0 96' F.S FS r FS N MOW SIR/P / 209.73 �'o r U ^ 1 INSTALL 5171 - - 89� 08 CITY SDWK PER CITY 209.56 F S 214.12 17Y W x SID NO. 104 (TYP ALL 210.10 F S. 208.53 208. 12 S 0 2 W 214. O9 F.S F S. �' 208 03 H.P. 210S•�IP O 1 209.74 r� 209.42 rc'08 207.05 0' EX. TC Mow O EXIST R/W O F.S. 208.53 F S. 208.72 S� $ LP. v a 1x _- H.P/F.S r N73•MOWS X _ X = X �'09 F.S. 47,3pE0 20824o X x - 03.57 L=436.07 _.._'.X. X • ---.._X - �`� 18 58' •20 _ --.�. EX. TC j N54 37 v�" c0 W J 09�G Z�0• 10• G , 0 62 •( E , A �• 1 ti 9 W ^ o 1 6g 21 INSTAL vLL] 6 ti CITY SDWK R CITY STD `20 I ��'• NO. 104 TYP E ANZA WAY_ p=1 $ 0 3�8 _ _ E�• 5 RP SG a W Q V ��� . - ----- R=1273.5 y =425.96 - - -----____{c' 209 3 �G ►� � U �� Nam. h�2k �� N _- - _ _ DE ANZA WA Y i IN Cj N N - o •�PL S 6 2 �N rc'1 N54•3730E 28.50 N N6gY9�06 4 O `�,J 8 39 �- z �E .80,I Oro RZO o ,A3.33 257•�3 COT N GRAPHIC SCALE GIN RAMP CUT & MEET EX. r�0i 9 Rag•BEGIN D MET EX' 0' 10 20 30 40 60 80 (209.15) TC - (208.51) FL oo 0 E W 7 r N, 211.43 FL SCALE 1"= 20 SAWCUT 1'-O" °p ��4308• 212.0 r A.C. PVMT. INSTALL 6" Qcc �� NOTE: �'10 A.C. FULL DEPTH A.C. SEE HORIZONTAL CONTROL PLAN SHEET LS-1 0� a FOR LAYOUT INFORMATION AND DIMENSIONS //,��,, ON SITE IMPROVEMENTS. W-4 Y NOTE: NO. BY DATE REVISIONS: APPR. DATE APPROVED BY. CITY OF PALM DESERT BENCHMARK: S SET No. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN Pg� - PALM WUAGE IVEXiFiBOIRN9001D PARK ENCROACHMENT PERMIT AND/OR A i � O yQ.CHRF GRADING PERMIT HAS BEEN ISSUED. l a v G-1 _ �, p70 r B E Y O N D E N 8 1 N E E R I N G *�00. 12MAM(o * PRECISE GRADING PLAN AN PRIVATE ACCEPTABILITY F SIGNING THESE PUNS I$RESPONSIBLE EVENT FOR ASSURING THE ACCURACY '�W.o4W%� Y�. 265 EAST RMICON STREET, 8UITE 110 - CORONA. CA. 92879 AND AY APPROVAL OF THE DESIGN HEREON. N THE EVENT N pSCRESHALL B ARISING AFTER - i!T THECOU CO APPROVAL OR DURING CGNSTRUCTgN,THE PRIVATE ENGINEER SHALL RE RESPONSIBLE tSj. CIV1�- 000.730.6700 TEL 909.730.7510 FAX WWW.NOLTE.COM k FOR DETERMINING AN ACCEPTABLE SOLUTION AND RENSRIG THE PLANS FOR APPROVAL BY MARK G EENWO D, P.E. DATE q� N THE couNTr W CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these RCE N0. 57989 EXP. 6/30/2006 CITY ENGINEER PREPARED BY R.C.E. No. QSs?o SC OF 20 ALE W.O. COUNTY %� JOB NurreER X plans. All changes to the plans must be fi writing and must be approved by the preparer of these plans. ��� - DATE HORIZONTAL: t"=2Q VERflCAI 1`_-NA PREPARED FOR: CITY OF PALM DESERT FUE N0. PLOT DATE: 04 23 04 TIME: 10:17 a.m. 2 5 3 4 6" OR 12" PER PLAN de VAN 2 Ad ACCESSIBLE 6'-6" g 3 STALL o 1 ♦ : t • Q J 3 6 Y ♦. :f '� 1 ♦ • .• ♦Qi ♦ �-71 Q • sk- d• � I- v _id' MIN " 3/4- 1/2 T '• s i i d - _i ( I----i ! U, 3 ■ EXPANSION JOINT: ---- I I ----i 1 I-- cc 8 �-- -- __ .� I I-----� q :{ 11._ i , a ut• 8.33% MAX. SLOPE 1. CONCRETE PAVING PER CITY STANDARD DETAIL !j� 2. FINISH PER PLAN i L] f_� i --; 6„ 6 W z z 4 4 4 d i I I- _ (-i - i N P�LJlC WORKS D�ART�T 3. POLYURETHANE CAULKING TO MATCH CONCRETE COLOR I I -T a•' 1 . -- I w CLR. r a' a a 4. 1/2" PREMOLD FIBER EXPANSION JOINT ® 20' O.C. MAX. SPACING. �_ I I a �Y I ! ;.__ a, WJ DIM (EXCEPTION: JOINTS ON PERIMETER WALKS ® 50' MAX. SPACING) -,,;.1 I , a a --- I---�--.i- 5 - - - - - - - p 5. 90% COMPACTED SUBGRADE T i�A-Of1f c� • ,._, I-I_I I I I I I I-I - w� a� ssf-coos 2 TirC4 � PROJECT NAME*NOTE: - + DETAIL NOTES:6 PALMA VILLAGEALL WALKWAYS SHOULD BE , 1. 12" DETECTABLE WARNING STRIP; TOOL 1/2"W BY 1/2"H GROOVES TO NOTE THE TOP CONSTRUCTED PER THE CONCRETE , . ' , '`' •' .d OF RAMP- ON THE HORIZONTAL SURFACE. SEE DETAIL 'D',' THIS SHEET. DETAIL NOTES: ` ' WALK CITY STANDARD DETAIL �'. • ' y'a ' ; DETAIL NOTES: 2 „ 36 SQ. BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY (TYP). 1. 6" CONCRETE SIDEWALK NEIGHBORHOODLOCATED IN THE APPENDIX OF THE ' . .dd♦ •: PROECT SPECIFICATIONS. 4' 1. 2000 PSI NATURAL GREY CONCRETE WITH SMOOTH !'._: !:::.:_:I i - i i ; TROWEL FINISH. 3. 4" THICK BLUE LINES (TYP). 4. DISABLED ACCESS RAMP. MAINTAIN 1:12 SLOPE. SEE DETAIL 'D' THIS SHEET. 2. 1/2" EXPANSION JOINT. SEE DETAIL "A", THIS SHEET. SCORE LINE: -- ' '�•--� 2. NOT USEDPARK 3. FINISH GRADE IN TURF AREAS (1" BELOW TC) 5. 4" THICK WHITE LINES (TYP). 3. 12" DETECTABLE WARNING STRIP ON TOP LANDING SURFACE OF DISABLED 1. CONCRETE PAVING PER PLAN 4. FINISH GRADE IN GROUNDCOVER AREAS (2" BELOW TC). 6. DISABLED PARKING SIGN ON STEEL POST PER STATE STANDARDS. ONE SIGN AND POST PARKING ACCESS RAMP. TOOL CONCRETE WITH 1/2" GROOVES. 2. FINISH PER PLAN 5. UNDISTURBED NATIVE TOPSOIL/SUBGRADE PER SPACE. POST CENTERED IN FRONT OF EACH STALL WITHIN RAMP CURB. SEE DETAIL 4 ACCESSIBLE RAMP. 8.33% SLOPE MAXIMUM. 3. 1/4 x1 DEEP SAW CUT. CUT CONCRETE GREEN FOR BEST RESULTS 6. 90% RELATIVE COMPACTED SUBGRADE "E", THIS SHEET. CONSTRUCTION 4. 90% COMPACTED SUBGRADE * 7• 2500 PSI CONCRETE CURB, 6" MAX. HEIGHT. CURB TO RETAIN GRADE BEHIND RAMP. 5. 95% COMPACTED SUBGRADE INSTALL 1/2" PREFORMED EXPANSION JOINTS ®15'O.C. DETAILS - AND AT BEGINNING OF RADIUS. A Joints at Concrete Slab ,.bUAI5�=�� B Mowcurb 6A=1} C Disabled "_ ;_ y Parkin ��$ 1 D Accessible Ramp3 , 2 3 4 AIL 1 _4" „ 1 6" d R 1/2 N( 2 . MIN 0 .._7_. _ f• ,.'fin'"+'+•' x:2� • 4 _ RESERVE DETAIL NOTES: o 0 0 - r `t' - - =1-.� -,I i-� �ti ,.., O ,IYt.I "r` •'�. h:,�•i'�'S'�•'�6�`,�,p•4.«wrn.". ••' ,••, I s - _ _ O - 'y ;. _. ..• ';' , ;,•: : III-I.1--I_LI-I 1 I- m N FOR I.:. ':. �. •,� -(_= A •-I_' 1 O O V- O •-i. In 3 S 1 '� ?� .n 7.,:.`.:P•S` a'• I I-^-I 1 I-III-I HANDICAPPED " - - - » 1 . 16 GAUGE GALVANIZED PORCELAIN STEEL SIGN '- :'= �' - - „ „ o I o O o t r;r 4 , :.Y r .; , '...,^.:.,, .♦ 1 I i-i I I-I 11=1 117 WITH 3-1 8 0x3 4 SHEET METAL SCREWS. PAINT - ' nn��,, `'>�` t r „ f "�'� ,A '�':S� k' I(_ R E T o R o E R I I I FASTENERS TO MATCH BACKGROUND. I .T. ,•.,a •I"-''�' �, a �a •'« E E R I I I t 4 5 r t'rt �;� _f 1-1 11- �sT asoon s sunE no caa�a sew, AN ACCESSIB ?-, O O O O - t t s 'e:..•;rr•• ?�;"'-r v' ,rV• ♦b I I I 2. INTERNATIONAL SYMBOL OF ACCESSIBILITY AND = 'r - ` ^';�"' '�' ' (�I-)I I-I f r 1. GRAPHICS SHALL BE WHITE REFLECTO I".w:.�I iM....; ,...__.; '<>; MIN.:ai';• r P ( RIZED) ON f_ i �, Ej i. ;,•, �-�-,-r•�»s'�' • r � : ' 4 BLUE (REFLECTORIZED) BACKGROUND. BLUE 1- '� UNDER THE DR ECT SUPERVISION oF. SHALL BE EQUAL TO COLOR #15090 IN FEDERAL _ _,<• a. I-,-I!I--I Lf-I I f-III- -I I I- 11 7 ; Z STANDARD 5950. GRAPHICS WIDTH TO HEIGHT 2 iv � -III- I I-' 0000 RATIO SHALL BE BETWEEN 1:5 AND 1:1, STROKE ,; �:,� ` WIDTH TO HEIGHT RATIO SHALL BE BETWEEN 1:5 5 ';,"`s ' 7 5 oLO • � AND 1:10. DETAIL NOTES. 5 3. DESIGNATE 'VAN ACCESSIBLE' PER PLAN 3' 3 I 1. FINISH GRADE (12" MIN. HEIGHT ABOVE SUMP) DETAIL NOTES: 4. 2"0 SCHEDULE 40 GALVANIZED STEEL POST - c � 5. EXCAVATE NATIVE SOIL AT SIGN LOCATIONS TYP. VOLLEYBALL SAND. SEE DETAIL 'I', THIS SHEET. DETAIL NOTES: ~ 2. FIBERGLASS FILTER FABRIC ON TOP AND AROUND 1. 12 DEEP POST-COMPACTED ADA ACCESSIBLE WOOD FIBER * • FOR POST FOOTING. PLAY SURFACING PER MANUFACTURER'S SPECIFICATIONS. 7 I,, c ; 71=Li SUMP PER SPECIFICATIONS. 1. FINISH GRADE (12 MIN. HEIGHT ABOVE SUMP) „ J►' i _II,• o. 2500 PSI CONCRETE FOOTING 3. FILL SUMP WITH 3/4" ROUND AGGREGATE. Itco2. 6 WIDE X 12 DEEP CONCRETE CURB W/LT. BROOM FINISH. �I e 7. 90% RELATIVE COMPACTED SUBGRADE 2. VOLLEYBALL SAND. SEE DETAIL 'I', THIS SHEET. 3. 1/2" EXPANSION JOINT, SEE DETAIL A, THIS SHEET. I II °.: I I` 4. 6" PERFORATED DRAINLINE (TYP.) 3, FIBERGLASS FILTER FABRIC ON TOP OF AND OF l� II Q { 6 5. 90% RELATIVE COMPACTED SUBGRADE. 4. CONCRETE PAVING PER PLAN. C AROUND SUMP PER SPECIFICATIONS. 5. #4 REBAR AT 2' O.C. CONTINUOUS (TYP. OF 2) ' 4. FILL SUMP WITH 3/4" ROUND AGGREGATE. M I d 7 5. 4" DRAINLINE (TYP.) 6. #4 REBAR AT 2' O.C.- CENTER IN CURB, EXTEND 12" R.LA No. Ems. DATE DATE I I I-I('-III 6. INVERT ELEVATION; MAINTAIN 2% MINIMUM SLOPE INTO ADJACENT PAVING (TYP.) 2110 10-31-04 3�-04 12"S8 FROM DRINKING FOUNTAIN. 7• 90% COMPACTED SUBGRADE (6") . Da�Ect10N: 7. 6" PERFORATED DRAINLINE (TYP.) *** EXPANSION JOINTS TO OCCUR ® 10' MAX. SPACING ON CURB *** CONTROL JOINTS TO OCCUR ® 5' MAX. SPACING ON CURB E Parkin Sin 3i4"=l, F Volle ball Court Sum NTs G Fountain SUMP2�=�� H -f-play Surface 1.5 ScxE: 1' A APPIR BY: CITY OF PALM DESERT N.T.S. Ll ITEMS QUANTITIES REVISIONS b v , s s_+ V s NO. DATE DFT1pN APPRD 4 A.C. PAVEMENT 103 TONS MAR GREENWOOD, P.E. DATE III=I - -) I I=1 I II ( I r CURB AND GUTTER •.`:. '`,., •:,:,, :'�..,;,,, 155 LF RCE NO 57989 EXP. 6/30/2006 CITY ENGINEER ------------------------------- 2 --_-- --_--_-_-_--_---- - ----_-- (CITY STD. 103) ;•''',�r''. .IR,.,1�''� tt��` .,. , 'i ' .-III I { M ------------------------ --- . . Y•1' :� • '• ••, �r. •' '�i.� �1' A �d d Q d I I- =1 ; ---------- ;,:`.. :;e' a ;:� ,;f' �,;, ..'•,�: • •::` a . , P.C.C. VALLEY GUTTER 460 SF . .', :,•. � '.,:•••,' '�'. ':'' :.--.,. -•:. •' �� III � o � ::. •� •• (CITY STD. 1 12) Q p yN r' :.•.•.•'1;2%'^,' I .;:A d Qd O ::;,.�" '' ".y. ,:' ..•'t': as , I 7 3 P.C.C. SIDEWALK (RIV. CO. 20,375 SF i 2 III I I I III III I I STD. 104) " P.C.C. HANDICAP ACCESS 2 EA I=1 I I=1 d 1 - - - - - - - 'as _---4 3 RAMP (RIV. CO. STD 403) 4 -► "-III=III=) I�,�II�I=I�I- { I--I�I=I�I,�,� P.C.C. UNDER SIDEWALK 1 EA _III-I -ITI 111 - 4 DRAIN (CTY STD. 200) 5 4" V.C.P. SEWER LATERAL 80 LF Call 2 RA W oddng Days In DETAIL NOTES: V.C.P. SEWER CLEANOUT 1 EA 1. FINISHED SURFACE PER PLAN, FOR CONCRETE SEE DETAIL 'A', THIS SHEET'. DETAIL NOTES: CLIENT- CITY OF PAL4 DESERT 2. 4 REBAR CONTINUOUS (TYP. OF 2) REMOVE A.C. PAVEMENT 170 S.F. ' JOB NAME: PALMA VILLAGE NEIGHBORHOOD PARK 3. 4 REBAR 024 O.C. CENTERED IN CURB ,,.-�" 4. ONCRETE CURB WITH SMOOTH TROWEL CURB 1. 3 A/C PAVING. REMOVE CURB AND GUTTER 170 LF � """" DATE: 4/20/� �::, 5. COMPACTED SUBGRADE PER SOILS REPORT 2. 4" CRUSHED AGGREGATE BASE COMPACTED TO 90%. 6. VOLLEYBALL COURT SAND TO BE WASHED MASONRY SAND OR APPROVED EQUAL. SAMPLE TO BE SUBMITTED TO LANDSCAPE ARCHITECT FOR j$ Y. 1��CA SUM DESIGN BY: TIM 3. 90% COMPACTED NATIVE SOIL x ` ANH=,7j APPROVAL. a0�1 CHECKED BY: T1M 7. 1/2" RADIUS OUTER TOP EDGE _- A JOB NUMBER: 021 M !" a0p FILE NUMBER: _ Volley-ball Court Curb .5�=�t i X/4" _ A/C Pavin 111=11-oA K -- 4 SHEET NUMBER: C�uant�t Estimate DISI�M GROUP 4 LG=2 20 TOTAL SHEETS ' � �q.. q IN THE CITY OF PALM DESERT; COUNTY OF RIVERSIDE STATE OF CALIFORNIA GENERAL NOTES 1. SOIL STABILIZATION SHALL BE ACCOMPLISHED BY WATERING BY TRUCK UN77L PERMANENT STRUCTURES AND/OR STORMWA TER POLLUTION PLAN SWPPP PERMANENT LANDSCAPING /S CONSTRUC7ED PER LANDSCAPE AND ARCHITECTURAL PLANS Sl7E WA7ER/NG MAY BE 7FRM/NA TFD UPON OTHER SOIL STABILIZATION APPUCA T)ON. ALL GRADED AREAS NOT BUILT UPON WI THIN 60 DAYS SHALL BE STABILIZED U77UZING A PRODUCT APPROVED BY 7HE ENGINEER AND CITY. PROJECT LEVEL INFORMA 77ON 2. ANY AREAS WHICH ARE NOT MASS GRADED AND LEFT UNTOUCHED BY CONS7RUC170N EQUIPMENT ARE N07 REQUIRED JANUAR Y 2004 TO USE ANY SOIL STABILIZA77ON OR DUST CONTROL METHODS EXCLUDING AREAS USED FOR 97E ACCESS TOTAL EARTH MOVEMENT: PROJECT ACREAGE•• EN ACRES 50' MINIMUM J. INSPECT SOIL STABILIZED AREAS WEEKLY AND AFTER RAIN FOR DAMAGE OR DETFRIORA770N. SOURCE OF WA1FR: EXISTING WATER METER ADJACENT TO SIIF CY PREPARED FOR: 4. STABILIZED CONSTRUCTION EN7RANCE REQUIRES.PERIODIC TOP DRESSING WITH ADD1770NAL STONES THE ADJACENT W � � PUBLIC ROAD SHALL REQUIRE STREET SWEEPING. BACK-UP WA TER SOURCE- FIRE HYDRANT ADJACENT Tn S11F CITY OF PALM DESERT 3 -6 DIA. ROCK 5. SAND BAG MA 7FRIAL TO BE POL YPROPYLENE, POL YE774 nENE OR POL YAMIDE KV VEN FABRIC, BURST STRENG7H AN77CIPATED PROJECT START DATE MAY 1, 2004 EXCEEDING 300 PSI AND ULIRAV LET STABILITY EXCEEDING 70 PERCENT. DO NOT USE BURLAP. GRADE OF SAND ANl1C/PA 1ED PROJECT COMPLE170N DA 1F SEPT 1, 2004 SHALL BE COURSE SAND OR GRAVEL. 6. FUELING OPERA 77ONS WILL BE PERFORMED AT LEAST 100' FROM ANY AC77VE OR INAC77VE S7REAM BED. Z WASTE CONCRETE, CONCRETE CUTTING SLURRY, WASTE A.C., OR A.C. CUT77NG SLURRY WILL NOT BE ALLOWED TO ENTER SILT FENCE ANY DRAINAGE CHANNELS OR STREAMS LEGEND: SANDBAG CHECK DAM EXISTING GROUND 12" MINIMUM TEMPORARY EROSION CONTROL NOTES � -- PROJECT BOUNDARY -�-- DIRECTION OF TRAVEL 1. IN CASE OF EMERGENCY, CALL: 2. 7HE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL NORK AND INSURE THAT *VRK IS IN ACCORDANCE WITH - - - - - LIMITS OF GRADING 1 HE APPROVED PLANS (IF REQUIRED). ' UC11O1V ENTRANCE AND EXIT b 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES, NECESSARY MATERIALS SHALL PEERR DETAIL NO. 1 BE A VA/LABLE ON S17E• AND STOCKPILED A T CONVENIENT LOCA 77ONS TO FAC/UTA 7E RAPID CO/VSTRUC7701V OF TEMPORARY INDICA 7ES FUELING`MAINTENANCE DEVICES WHEN RAIN IS IMMINENT. VEl11CLES\EQUIPMENT STORAGE 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF 7HE CITY ENGINEER. . (ALSO SEE N.P.D.E.S N01FS 1NlS SHEET) • 5. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE /N PLACE AT 774E END OF EACH W10RK/NG DAY WHEN 7HE 5-DAY RAIN PROBABILITY.EXCEEDS 40 PERCENT. 6. AF7FR A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS SILT FENCES, AND DESIL 77NG 50' MINIMUM BASINS, ETC. Z GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM 7HE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRE-CAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA TER CREA 7FS A HAZARDOUS CONDI T70N. STABILIZED CONSTRUCTION ENTRANCE 9. DESIL77NG BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN S.NOT TO SCALE 10. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICA77ONS TO THIS PLAN AS DEEMED t SANDBAG CHECK DAM NECESSARY. o 11. 1NFORMA 77ON ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL 077-IER INFORMA 77ON /S SUB.ECT TO CHANGE. GRAPHIC SCALE S 12. TEMPORARY EROSION PR07E•C77ON IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT PLAN77NG. ` 0' 10' 20 30' 45' 60' 90' 120' 13. AREAS SHALL BE MAINTAINED IN SUCH A STATE' THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL 77MES (INCLUDING � SCALE. 1"= 30' 6" 14.CNOSOBSTRUC TO I T70N0OR D S77JRBANCERING ,OF NATURAL DRAINAGE COURSES OR EXIS77NG STORM DRAIN•• _ INLETS SHALL OCCUR UNLESS ADEQUATE 7EMPORARY/PERMANENT DRAINAGE FACIL177ES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WA TER TO 774E NEAREST PRAC77CAL STREET, STORM DRAIN OR NA TURAL WA TER COURSE 15. THE CONTRACTOR SHALL CONDUCT HIS OPERA 77ONS /N SUCH A MANNER IHA T STORM RUNOFF WILL BE C01V TANNED 2 UNLINED SW WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYS7E'M WHICH SERVES THE RUNOFF AREA. STOV?M ALE RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. DETAIL 2 16. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY RELIEVE 774E CONTRACTOR FROM HIS O _ NOT TO SCALE RESPONSIBILI77ES TO THE S17E AND ADJACENT PROPER7T£S TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT ` EXISTING FIRE HYDRANT `� , BE LIMITED TO, CONS7RUCTTON SUCH FAC/L/77E'S AND TAKING SUCH MEASURES AS ARE NECESSARY TO•PREVENT, CONTROL AND ABA TE WA 7ER, MUD AND EROSION DAMAGE TO PUBLIC AND PRI VA IF PROPERTY AS A RESUL T OF 7HE (�P CONS7RUCTON OF THIS PROJECT. V 1 Z FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLE7701V PRIOR TO FINAL GRADE, SHALL BE PROTEC7FD BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTA77ON OF DOWNSTREAM FAC/U77ES AND ADJACENT AREAS THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWN DRAINS, P MAINTENANCE - �.,� ; EITHER IN 774E FORM OF PIPES OR PAVED DITCHES WITH PRO7E•C7E•D OU7FALL AREAS GRADED BERMS AROUND AREAS TO ELIMINA 7F EROSION OF FILL SLOPES BY SURFACE RUNOFF CONFINED POND/NG AREAS TO DESIL T® RUNOFF,• EQUIPMENT Y 7FMPORARY CHECK DAMS /N TOE OF SLOPE DITCHES TO DESIL T RUNOr' , PR07EC7701V SUCH AS SAND BAGS AROUND ;^� {•., INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE, AND EARTH BERMS AND APPROPRIATE F GRADING CONC. WASHOUT �''�----?'� •`� J G TO DIRECT STORAGE ' - - DRAINAGE AWAY FROM .THE EDGE OF TOP SLOPES SHALL BE CONSTTUCTED AND MAINTAINED ON THOSE FILL AREAS DETAIL WHERE EARTHWORK OPERA 77ONS ARE NOT IN PROGRESS. SITE 'A" 18. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE /MMEDIA 7F GRADING, EROSION CONTROL MEASURES WILL BE REQUIRED TO PR07ECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERA77ON, AND WHICH ARE SUBJECT TO RUNOFF. 7HESE MEASURES MAY INCLUDE BUT SHALL NOT BE UM/T ED TO.- GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE WGETA 77ON BEYOND LIMITS OF GRADING. 0 19. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE COIRREC77ON OR ERROR AND OMISSION DISCOVERED DURING CO1VS7RUC77CN. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE ost PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 0 NATIONAL POLLUTANT DISCHARGE EL/M/NA T/ON SYSTEM (N.P.D.E.S.) V 1. ALL ON- STORM DRAINAGE SHALL BE CONTAINED ON- UN SUCH T,ME THAT THE SIR T IMP Q EE ROVEMEN7S S ARE COMPLE7FD AND ACCEPTED BY THE CITY OF PALM DESERT. EXISTING FIRE HYDRANT P ` 2. THE GRADING EQU/PMEN T SHALL BE CLEANED ON-SI T E AT 'SI TE A' PRIOR TO LEA WNG THE SUE ,G TEMPORARY SITE ACCESS LOCATION V J. ALL CONCRETE WASHING AND ALL MAINIFNANCE CONSTRUC770N EQUIPMENT SHALL BE R ' ' V RESTRICTED 710 1 A P 4. TRUCK/CONS7RUC77ON ACCESS FROM COUN7RY CLUB DR. A T 774E SOUTH-EAST CORNER (PR OPOSED oPOSED ENTRANCE). S P ACCESS CONTROL PROVIDED FOR. Wl774 CHAIN LINK FENCE AND GATE: ANZA WA Y o VEHICLE AND-EQUIPMENT FUELING 1. ABSORBENT SPILL CLEANUP MA 7ERIALS AND SPILL KI TS SHOULD BE A VAILABLE IN FUELING AREAS AND ON FUELING OE TRUCKS, AND SHOULD BE DISPOSED OF PROPERLY AFTER USE. 00 2. DRIP PANS OR ABSORBENT PADS SHOULD BE USED DURING VEHICLE AND EQUIPMENT FUELING, UNLESS THE FUELING /S 00 PERFORMED OVER AN IMPERMEABLE SURFACE IN A DEDICATED FUELING AREA. J. USE ABSORBENT MATERIALS ON SMALL SPILLS DO NOT HOSE DOWN OR BURY THE SPILL REMOVE THE ABSORBENT MA IFRIALS PROMPT L Y AND DISPOSE OF PROPERLY. 4. !MMEDIA TEL Y CLEAN UP SPILLS AND PROPERLY DISPOSE OF CON TAM/NA TED SOIL AND CLEANUP MA 7FR/ALS TEMPORARY CONCRETE WASHOUT FACILITY NOTES I. SET POSTS AND EXCA VA TEA 2. STAPLE N7RE FENCING TO SANDBAGS TO OVERLAP • 4 BY 4 /N L E 10 CM) THE POSTS: GRADE SWALE 7FMPORARY CONCRE7F WASHOUT FACILITIES TYPE BELOW GRADE SHOULD BE CONSTRUC70 AS SHOWN ON THE DETAILS, TRENCH UP LOPE FROM AND ( ) 1. APPLICANT/OWNER: CITY OF PALM DESERT FRED WARING DRIVE ALONG THE LINE OF POSTS W17H A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT. THE OUAN77TY AND VOLUME SHOULD BE SUFFICIENT TO CONTAIN ALL LIQUID AND CONCRE7F WASTE GENERATED BY WASHOUT OPERATIONS. 2. ASSESSOR'S PARCEL NO.: 627-143-006,7,8,9 PROJECT Sl T LA TH AND FLAGGING SHOULD BE COMMERCIAL TYPE, J. PROPERTY ADDRESS.• 73-690 DE ANZA WAY PLASTIC LINING MATERIAL SHOULD BE MINIMUM OF 10 MIL POLYETHYLENE SHEE77NG AND SHOULD BE FREE OF HOLES',CATAUNA WA % �j , 7E'ARS OR 077-IER DEFECTS THAT COMPROMISE 7HE /MPERMEAB/UTY OF 7HE MATERIALS 4. EXIS77NG LAND USE. VACANT LAND , GUADALUPE AVE. REMOVAL OF 1FMPORARY CONCRETE WASHOUT FACILITIES 4 IN (10 O/) 5. PROPOSED LAND USE. CITY PARK sAN GORGI SPILLW WHEN TEMPORARY CONCRETES WASHOUT FACIL177ES ARE NO LONGER REQUIRED FOR THE KVRK, THE HARDENED CONCRETE NG eo °E Ve ANZA WAY PLAN SHOULD BE REMOVED AND DISPOSED OF. MA TER/ALS USED TO CONSTRUCT TEMPORARY CONCRETE WA SHOU T FA pU 77ES 6. ACREAGE: 2.0 AC NET/GROSS z m � J. A TTACH 7HE FILTER FABRIC TO A BACKFILL AND COMPACT THE SHOULD BE REMOVED FROM 174E SITE OF 174E WORK AND DISPOSED OF. o THE W/RE FENCE AND EXTEND /T EXCA VA TED SOIL. z a o INTO THE 7RENCH.PALM DESERTN DRIVE HOLES DEPRE SSIONS OR .OTHER GROUND DISTURBANCE CAUSED BY 774E REMOVAL OF THE TEMPORARY CONCRETE HIGHWAY 111 NO TES WASHOUT FACIL177ES SHOULD BE BACKFILLED AND REPAIRED. (�( 1. LEAW A GAP OF OWE BAG 1N 774E MIDBIE OF 7NE` TOP ROW OIF.BAGS TO SERE AS THE SANDBAG f7C EL PASEO LATH & FALGGING SANDBAG oE Ir i� � p SPILLWAY. BERM .� Y IERFABR/ !/ 00 � 0 I I� - rNRE 2. PLACE 2 LAYERS OF O�RLAPP/NG SANDBAGS AND PA -• _ -_ 774E SPACE BE77iFEN BAGS GW nG)/7Z Y T06ETNER 70 MINIMIZE T ON ALL SIDES _ 3. /NSPE"CT AND REPO/R fll TERS Af?ER EA o a _ - CH STORM EkENT. RENOkE SEDIMENT WHEN 10 MIL PLASTIC -III BERM n GYVE-HALF OlF 7HE RL7FR DEPTH HAS BEEN FILLED a -) I I- LINING VICINITY MAP HA UL ROUTE SQL NOT TO S DETAIL 00 � 0 � " r SCALE a SANDBAG PLACEMENT TEMPORARY CONCRETE" WASHOUT FACIL ITY TY NOT TO SCALE NOT TO SCALE NOT 10 SCALE Q Z NOTE: No. BY DATE REVISIONS: APPR. DATE APPROVED BY CITY OF PALM DESERT a WORK.CONTAINED WTHIN THESE PLANS BENCHMARK: P/ VUA� PANSHEET N0. SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A CHR �F a GRADING PERMIT HAS BEEN ISSUED. �v EC-1 B E Y 0 N D E N 6 1 N E E R I N G STORMWATER POLLUTION IiA 966 EAST RINCON STREET, SUITE 110 CORONA, CA. 92879 PREVENTION PLAN THE PRIVATE ENGMEER SIGNING THESE PLANS 15 RESPONSIBLE FOR ASSURING THE ACCURACY Q AND ACCEPTABILITY OF RIE DESIGN HEREIN. M THE EVENT ENGINEER INERESHALL B ARISING AFTER FOR DE APPROVAL OR DUPoNG LE S LUCTWH, D VISINGC HEPLN SHALL BE OVAL By THE Cx M`OUEMRANMNG AN ACCEPTABLE SOLUIipL AND REVISING THE PLANS FOR BE RY CIV%1► 000.730.5700 TEL 009-730-7610 FAX WWW.NOLTE.COM W MARK GREENWOOD, P.E. DA 1F 9 CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these RCE NO. 57989 EXP. 613012006 CITY ENGINEER � � PREPARED R.CE No- 4Ss?v �, SCALE W.O. COUNTY JOB Numm plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. _ �p » PREPARED FOR: CITY OF PALM DESERT �� x - DATE y LG✓o4' HORIZONTAL: 1`_ 30 VERTICAL• 1 =NA FlLE N0. PLOT DATE: 04 23 04 TIME: 10:19 a.m. • 123'-11" P.O.B. IS THE INTERSECTION OF THE EXISTING FACE OF CURB AND THE CITY APPROVE BY: CITY OF PALM DESERT 90• , 43' SURVEYED PROPERTY BOUNDARY • REFERENCE LINE FOLLOWS THE FACE ry�Q' `�s• (144- OF NEW BLOCK WALL PER CITY MARK GREEN I PROPERTY LINE SURVEY AND CIVIL WOOD, P.E. DATE I ENGINEER PLANS G—1 . RCE NO. 57989 EXP. 6/30/2006 CRY ENGINEER 6� 0 20, I ,ti SYMBOL DESCRIPTION f NAOL NP I � b / - Pusuc womcs o�wrerlsrr N CENTERLINE REFERENCE LINE / �P / ,i' 107� -i �, REFERENCE LINE FOLLOWS Tdmpb� CNN aaa POB POINT OF BEGINNING •/ / ,/ �, o ^ THE FACE OF NEW BLOCK 'T0°� I / co' Fp //' `�\ + RADIUS REFERENCE POINTS / / �,� I 7?'p WALL PER CITY PROPERTY NAB / LINE SURVEYPROJECT ' 2 PALMA VILLAGE I A f U� r\ \ � -- / s� +. \ 90* `\�� +-- NEIGHBORHOOD I \\ / r�. \ -K N i ,y a PARK 5 , /o \\ � '3;s� \ , . \ 8 . � . ry [� STAKING 10 PLAN \ \ c3: O ! \ 74. + / R5 lb 7YP. cp. N /+ ;v a r r f 6. O \ / ,/ �• ,/ \ ` , o \\•J 6, NNE N J'Yp• 6 k i3 �c �ry R2' ry , / 'In �9 200 1 5./ / F `�►, `� // l il- cry - Z p. 0. I t (v a I ' 4Np / Q (T s `• 1 \ '. ••// �r `i err / . �,' / �J2 Ry°, O �, /� � PREPARED UNDER n� DIRECT oF. 7 // gyp• , Oc ��. F'�•' / G1 �('', "� 'C�• ' Lu A 4- R ry� �/ 'p/ l �. '.>r *�. •('t�' ,``tom \• W� ', CIO �_ x �9 Me 6 \ ' i 7 s, M o. ��s: � �° / (` / x ! CA1.��0 'lot e7* R.L� NO. EXP. DATE DATE lJ ' /+ r � �• i / 2110 10-31-04 3-02-04 WAMW ' 777t' \ st9, Clwd o' / +/. � ,per' 10, 10 MOM 1 U � �x 8' 4" \,\s����' '(Q• 4j ems, +/ I x iVs �Aa �• Ste: ZR34' --4-'�- 1 I 1 Jx 10 —4" \ \\ / 6'i ,�yQ• ' REVISIONS s' , �3 `;�,y-'�'• . No. DATE DESc�noN APPRD �� �• �o. / 0 20 40 80 4�� \\� ,{ x • -� Nb� \yQ• Q D loop x• }a '9'— 0 ^1 2 \ • 49' d i 17'_70. i' ' ' Q / N C4112 Full Wbrkt�p Days h Aduri�oe 0. 0'-68 i• / 1 �.11•.. , O S, , cuENT: cTrY of PALM DESERT JOB NAME: PAL AA VILLAGE NEIGHBORHOOD PART( 4/20/04 �MM�ktw A wr DATE: bps / DESIGN BY: CA l�Oi DRAWN BY. TIM 1 �p ANH I �/ O \ �e• / aOrl �100 CHECKED BY: TIM • I a j � / JOB NUIIBEJ� 021 oss ` (0 " , FOR am �♦m FILE NUMBER — 1 ( f2�yQ• _— I SHEET NUMBER: �� / ONO ( koup LS=1 52 7 SHE 12Tq oC i • APPROVE BY: CITY OF PALM DESERT M"rdd% CA MARK GREENWOOD, P.E. DATE \ RCE NO. ow aN-o�m � + � 57989 EXP. 6/30/2006 CITY ENGINEER ONO CROUP / `•� ♦♦♦ � � TFim cr" sit4090 } / / /` / `!�.--�.. ♦♦ / 5 OF 3 , 1 PROJECT NAME 2 / x / ♦♦ / / 5 4 v PALMA VILLAGE _..... NEIGHBORHOOD \ a OF PARK CONSTRUCTION coi PLAN F ♦ 1 /s N _ � ♦ ` �A � '� ® / 8 �• f i NOTES: ■CONTACT THE PUBLIC RESTROOM CO. FOR EXACT UTILITY CONNECTION LOCATIONS (ITEMS #19) ■INSTALL ELECTRICAL SLEEVES UNDER CONCRETE AREAS AS REQUIRED BY ELECTRICAL PLANS 4 f OF: THE Z PW ATHLETIC MFG. CO. PER MFG S SPECS/ PREP / \ *, / � INSTALL VOLLEYBALL COURT, POSTS, NET, AND BOUNDARY LINES. , , ARm UNDER aRECT SUPERwsarl 800 C 669-2585 DETAIL V. SHEET LC-2 / * OF- INSTALL ALL AC PAVING PARKING SURFACE. ASPHALT OVER 4 AGGREGATE BASE. JOIN FLUSH WITH EXISTING STREET CONDITIONS. SEE GRADING PLAN. INSTALL 12" WIDE VOLLEYBALL COURT CURB. DETAIL 'I' W►LOIIfE SHEET LG-2 * / INSTALL 40 X40 X10 H STANDARD SHADE STRUCTURE. FABRIC COLOR: SHADE STRUCTURES, INC. PER MFG'S TERRACOTTA. POST COLOR: MEDIUM BROWN. 760 360-8204 SPECIFICATIONS1 INSTALL LOOP RACK BIKE RACK. MODEL#100102A POWDER COATED. LANDSCAPE STRUCTURES INC. PER MFG'S COLOR: BROWN. (949) 553-8065 SPECIFICATIONS ve • rr 12' X 22'8" PREFABRICATED RESTROOM BUILDING. COORDINATE INSTALLATION , 01 _ ..... ' /� THE PUBLIC RESTROOM CO. PER MFG S •� � `• * ® WITH PUBLIC RESTROOM CO. CONTRACTOR SHALL INSTALL ALL UTILITY •�„� p ti \ • �, / * l CONNECTIONS. RESTROOM WILL BE INSTALLED. BY PUBLIC RESTROOM CO. (888) 888-2060 SPECIFICATIONS OF Cw`�E ' _. I � -.�, 1\ \%` .� � ,�// INSTALL LANDSCAPE STRUCTURES CHILD PAY (AGES 5-12) EQUIPMENT. COAST RECREATION PER MFG'S SPECS/ LAYOUT AND COLORS PER MFG. QUOTE: 27789A-1. 949 -g . . ( ) 553 065 DETAL K, SHEET LC-2 R.UI NO. Ems. or►7E a►� INSTALL LANDSCAPE STRUCTURES TOT LOT (AGES 2-5) EQUIPMENT. COAST RECREATION PER MFG'S SPECS 2110 10-31 03-o2--04 LAYOUT AND COLORS PER MFG. QUOTE: 27789A-2. (949) 553-8065 DETAIL 'K', SHEET LC-2 I � � ` � / / INSTALL D1�0�+ LL ADJUSTABLE BBQ GRILL AND PEDESTAL MODEL• QC-BBQ QUICK CRETE PRODUCTS CORP. PER MFG'S 1518. PEDESTAL COLOR: C3 LATTE. FINISH: T4 MEDIUM SANDBLAST. 909-737-6240 SPECIFICATIONS INSTALL 6'X8' DECOMPOSED GRANITE TREE ,WELL. SEE DETAIL FOR GAIL MATERIALS DETAIL 'F' DDSTRUCTURAL SOIL INSTALLATION. (909) 279-1095 SHEET LC-2 INSTALL 22" DIA. SPHERE VOLLEYBALL BENCH. COLOR: SAND. QUICK CRETE PRODUCTS CORP. PER MFG'S NOt�TH *+► FINISH: T1 SMOOTH. 909-737-6240 SPECIFICATIONS INSTALL 22" DIA. SPHERE BASKETBALL BENCH. COLOR: SAND. QUI FINISH: T1 SMOOTH. CK CRETE PRODUCTS CORP. PER MFG'S SCALE. 909-737-6240 SPECIFICATIONS 1" = 20'-0" 5 +� Ae a � INSTALL SAGUARO CACTUS WATERPLAY. INTERPLAY DESIGN PER MFG'S SPECS/ I� ♦ +// (707) 447-8985 DETAIL V, SHEET LC-2 REVISIONS INSTALL 3 INTERPLAY DESIGN PER MFG'S SPECS TALL WATER PLAY ACTIVATION BOLLARD. (707) 447-8985 DETAIL 'E' SH / W. DATE DES TtON A „ EET LC-2 Call 2 Fun V4bdd Days In ArdvaP>� GIRL AND BUTTERFLY" RE-CIRCULATING FOUNTAIN WITH MOSAIC TILE BASE TO BE BUILT BY OTHERS. CONTRACTOR TO SUPPLY ELECTRICAL ART IN PUBLIC PLACES/ PER MFG'S ONSTRUCTION LEGEND. AND PLUMBING TO AREA. CITY OF PALM DESERT SPECIFICATIONS iM I +' ♦♦ w y / INSTALL 18" DEEP SIERRA ORGANICS WOOD FIBER. PACIFIC DESIGN CONCEPTS DETAIL 'H' • '1 i ,�, `�`"��� ��♦♦ DESCRIPTION SUPPLIER DETAIL (714) 846-4885 SHEET LG-2 i ` G �• ® INSTALL DISABLED ACCESS RAMP AND PARKING. SEE GRADING PLAN. DETAIL 'C' I �� \. /�* SHEET LG-2 � ,:� f:• INSTALL 4 CONCRETE WALK. COLOR: NATURAL GREY. FINISH: MEDIUM DETAIL 'A' �� " //+ O BROOM. ALL CONCRETE SIDEWALKS IN THE CITY R.O.W. TO BE INSTALLED INSTALL.2 THICK DECOMPOSED GRANITE W/ 3/8 PLUS 11% FINES. SOUTHWEST BOULDER & STONE PER MFG'S + PER CITY STANDARD DETAIL #104. SEE GRADING PLAN. SHEET LG-2 ® INSTALL AND ROLL AS PLANTER BASE IN ALL SHRUB AREAS. COLOR: , , CALIFORNIA GOLD FINES. (760) 342-5522 SPECIFICATIONS Q 1Z /� INSTALL 8" CONCRETE CURB PER CITY STANDARD #102. SEE GRADING DETAIL J PLAN. SHEET LC-2 INSTALL 3" POURED IN PLACE SURFACE AMERICA RUBBERIZED PLAY COAST RECREATION INC. DETAIL 'G' �+ 6 /+ $ INSTALL SPLIT FACE BLOCK PILASTER. DETAIL 'C' SURFACE W/ ALIPHATIC (NON-YELLOWING) BINDER ON TOP SURFACE. 949 553-8065 SHEET LC-2 • a � 4 � � � Z O SHEET LC-3 ( ) S / ® INSTALL REMOVABLE BOLLARD. MODEL: QR-12B. COLOR: C3 LATTE. QUICK CRETE PRODUCTS CORP. PER MFG'S INSTALL 2'-3' 0 BOULDER. COLOR: CRESTA ROJA. SOUTHWEST BOULDER AND STONE DETAIL 'F' / FINISH: T4 MEDIUM SANDBLAST. 909-737 6240 SPECIFICATIONS (760) 342-5522 SHEET LP-2 1 �.• / � INSTALL RELOCATED BOULDER. REFER TO DEMOLITION PLAN FOR® DETAIL 'F'\ a ® O INSTALL PARKING, WALKWAY, AND SECURITY LIGHTING PER ELECTRICAL PER MFG S SPECS/ ® ORIGINAL LOCATION. SHEET LP-2 PLAN. PER ELECTRICAL PLAN x/* / INSTALL PEDESTAL DRINKING FOUNTAIN AND 3' SQ. DRAINAGE SUMP IN HAWS PER MFG'S SPECS/ ® INSTALL THREE P4S10 MR 10'-8" SQ. MODULAR INTERCONNECTING SHADE MIRACLE PLAYGROUND SALES PER MFG'S =x © STRUCTURES. ROOF COLOR: BRUCE AND DANA INC. CLASSIC COPPER (TO I ® VOLLEYBALL SAND AREA. FOUNTAIN MODEL: 3202G. COLOR: BROWN. 1-888-909-4297 DETAIL A, SHEET LC-3 MATCH RESTROOM ROOF COLOR). POST COLOR: MEDIUM BROWN. (800) 264-7225 SPECIFICATIONS / INSTALL 84" POLYETHYLENE PICNIC TABLE. MODEL: 113139J (4aA4a LANDSCAPE STRUCTURES INC. PER MFG'S INSTALL SQR 12 MR 12' SQ. SHADE STRUCTURES. ROOF COLOR: BRUCE MIRACLE PLAYGROUND CUar: CITY OF PALM DESEI7T T DIRECT BURY. POST COLOR: POWDER COAT BROWN. - -(949) 553-8065 SPECIFICATIONS SALES PER MFG S Tq AND DANA INC. CLASSIC COPPER (TO MATCH RESTROOM ROOF COLOR). (800) 264-7225 SPECIFICATIONS JOB NAME: PALMA vi AGE NEMBORHOOD PARK O INSTALL 84 POLYETHYLENE PICNIC TABLE. MODEL: 113139K (5) SCAPE STRUCTURES INC. PER MFG S POST COLOR: MEDIUM BROWN. 4�20�04 1 DIRECT BURY. POST COLOR: POWDER GOAT BROWN. (949) 553-8065 SPECIFICATIONS INSTALL 25' DATE OCTAGON SHADE STRUCTURE. FABRIC COLOR: TERRACOTTA. SHADE STRUCTURES, INC. PER MFG'S DESIGN BY: 1M INSTALL 96 POLYETHYLENE CONTOUR SERIES BENCH. MODEL: 11640E LANDSCAPE STRUCTURES INC. PER MFG S POST COLOR: MEDIUM BROWN.O ANH SURFACE MOUNT. POST COLOR: POWDER COAT BROWN. (949) 553-8065 SPECIFICATIONS (760) 360-8204 SPECIFICATIONS DRAWN BY: INSTALL 96" POLYETHYLENE CONTOUR SERIES BENCH W/O BACK. LANDSCAPE STRUCTURES INC. PER MFG'S 4MINSTALL 6" CONCRETE MOWCURB DETAIL 'B' CHECKED BY. nM ® MODEL: 111640F SURFACE MOUNT. POST COLOR: POWDER COAT BROWN. (949) 553-8065 SPECIFICATIONS Aaa SHEET LG-2 JOB NUMBER: 021065 INSTALL 48" TALL TUBULAR STEEL PERIMETER FENCE. COLOR: POWDER DETAIL 'A' INSTALL DISABLED ACCESS RAMP PER RIV. COUNTY DETAIL 403. FILE NUMBER: - _ O COAT FANDANGO SP 354 (DUNN EDWARDS). SHEET LC-2 INSTALL 6' TALL CONCRETE BLOCK WALL PER CITY PROPERTY BOUNDARY SURVEY DETAIL 'I' SHEET NUMBER: 40 80 ® ARTIFICIAL TURF PUTTING GREEN TO BE DESIGNED AND INSTALLED BY ENVIABLE GREENS OR PUTTING GREENS DIRECT PER MFG'S AND CIVIL ENGINEER PLAN G-1. (CONSTRUCT UNDER SEPARATE PERMIT) SHEET LC-2 APPROVED CONSULTANT. (760) 779 t397 (866) 743 4653 SPECIFICATIONS INSTALL 36" WIDE CONCRETE RIBBON GUTTER PER CITY STANDARD 8 LC=1 SEE CITY PW ATHLETIC MFG. CO. PER MFG S SPECS DETAIL INSTALL BASKETBALL COURT. 800 669-2585 DETAIL 'B' SHEET LC-2 SPECIFICATIONS#112. 20 TOTAL SHEETS 98, 78' 88 1 4" T CO. 000000000000000000000 _10 1401. go OF r' IN 2X UULJ ULJLJ"UULJL-JLJ"LJ!4LJ""UL-JL-Iuuuuuo _JitI_ 6 . . I �,� I ;I, ',... �_!i1�' y 4 sic wot�cs o�rART�f T �.. - Ii� �" :-+II!!IE d, d'.r.• w .a' i• Q- 60' -'--�- I It j i _I {. _ `l -.i f• __�k- i 1 FM ` ,,: 'e� u. !I�i 1 IW; i-WTI � r ?[I j PALM7 i10 A!i•!0 DI�YE a •,• Ma• .�;.. ,y ,y I I' l Ti #T`ICA 92290-2M T ,1It=T`=1ii_' (IC - i�� IIII tV !-I I�I I I•.:- I f�! i -1"._, - -�-'-I�=�1:�!i•!i��I;I I� _;� i( - _ , ._,;_ T�«�001 i�f-70N 1 I ll lif ifr_III ( I 11=j�,- i } I. •' �I (�T-' ! '!►;�:1?`=�,_ ai'3_ '�� �Ti -llf - -I) i DETAIL NOTES: 2 �IIIII I =�'. ► II I_- r~ I - ! L '1, .+ DETAIL NOTES PROJECT NAME. !� ;• ' :: • ; t !III;fll4 -!t jt-'�I- �y Ii I i t! -^I -_ : a , INSTALL 12" WIDE SAND COURT EDGE. SEE DETAIL 3 4 _I`�-! �'-I` • =' �-`'I-'l i l I ! ��1 = -�'_ '!;I� ' -�'=-1 . " - _ 1. INSTALL 4" CONCRETE BASKETBALL COURT WITH 4 # 'I' SHEET LG-2. L- REBAR 18 O.C. DETAIL NOTES: III !1 L 111_ i i l !I -1 I El 1--I I . . l l l l r 2. INSTALL 5" SQUARE NET POST W/ REMOVABLE PALMA VILLAGE 8 2. INSTALL GOOSENECK BASKETBALL POST. MODEL#: HANDLE. MODEL#:2219-21. COLOR: BROWN. 1 • SAGUARO CACTUS WATER PLAY. MANUFACTURED BY: INTERPLAY DESIGN (707) 447-8985. DETAIL NOTES: EQ• EQ• 1540. COLOR: BROWN. WITH MODEL#28 BACKBOARD MANUFACTURED BY: PW ATHLETIC MFG. CO. ($00) 2. 3" RUBBERIZED SURFACING PER DETAIL 'G', THIS SHEET. 1. 1-1/2" TUBULAR STEEL TOP AND BOTTOM RAILS. TARGET AND MODEL#:41 BREAKAWAY RIM. 669-2585. NEIGHBORHOOD2. 1" SQ. STEEL PICKET 0 4" O.C. GENERAL NOTES: 3. 3" THICK AGGREGATE BASE PER DETAIL 'G', THIS SHEET. » 3. INSTALL TOP CABLE VOLLEYBALL NET. MODEL#: , 3. 2 SQ. TUBULAR STEEL POSTS 0 8 O.C. (MAX.) 3. APPLY DECO SYSTEMS COURT SURFACING AND 8361-10. MANUFACTURED BY: PW ATHLETIC MFG. 4. 2 0 CONCRETE KEY FOOTING. POURED WITH SCULPTURE BY MANUFACTURER. COORDINATE 4• CONCRETE PAVING -OR- MOWCURB. FINISHED PAVING/CURB TO ALL METAL SURFACES, STRIPING. COLOR: AMERICAS RED CLAY COURT. L .l CO. (800) 669-2585. FOOTING KEY PLACEMENT WITH INTERPLAY DESIGN (707) 447-8985. GRADE SHALL MEET FLUSH WITH FENCE POST FOOTING. APPLY 2 PRIME COATS & MANUFACTURED BY: DECO SYSTEMS-CAL 5. 95% RELATIVE COMPACTED SUBGRADE PARK 5. 12" WIDE x 6" HIGH CONCRETE MOWCURB AT ALL FENCING 2 FINISH COATS OF FANDANGO PRODUCTS (800) 332-6178. 4 INSTALL WITH MODEL #INSTALL 1 1/4" ARY ROPE. M DEL#• 8369 6• WATER SOURCE INLET. SEE ACTIVATION BOLLARD DETAIL 'E', THIS SHEET. STUBBED FOR INSTALLED WITHIN TURF AREAS. INSTALL WEEP HOLES EVERY SP 354• DUNN EDWARDS PAINT (SHOP APPLIED) LL�� �, 4• APPLY DECO SYSTEMS COURT SURFACING AND CONNECTION BY CONTRACTOR. 10' O.C. (TYP.). "-"" -- __._- MANUFACTURED BY: PW ATHLETIC MFG. CO. ($00) 7. 3000 PSI CONCRETE FOOTING POURED BY CONTRACTOR: COORDINATE SCULPTURE CONT1NUt3US WELD & GR►ND STRIPING. COLOR: ADOBE TAN COURT. 669-2585. CONSTRUCTION 6. FINISH GRADE (WHERE OCCURS). SMOOTH ALL CONNECTIONS MANUFACTURED BY: DECO SYSTEMS-CAL FOOTING KEY AND WATER INLET LOCATION. 7. CONCRETE FOOTING; 12"0 x 24" DEPTH. ALL-37EEL TO -BE 14-GAlJGE PRODUCTS (800) 332-6178. 5. 5'x5'x5' SUMP. SEE DETAIL 'F', SHEET LG-2. 8• HORIZONTAL AND VERTICAL #4 REBAR PLACED 2' O.C. 8. 90% RELATIVE COMPACTED SUBGRADE (6" MIN.) 6. COURT SAND PER DETAIL 'I% SHEET LG-2. DETAILS A Tubular Steel Fence 1/2"=1' B Basketball Court 1 =20' Voleyball �� i C 1 20 D Water w_ � .Pla mum 1/41 i NOTES: 2 *STABILIZER AND DECOMPOSED GRANITE 3 SHALL BE PREMIXED BY 5 4 MANUFACTURER PRIOR TO DELIVERY ON-SITE. DETAIL NOTES: *TREE TRUNK BASE _ 00 --�5) 1. 6" BALL CAP ORNAMENT. TO BE PLACED ABOVE � FINISHED GRADE. � � � 1 M z 6 2. REMOVABLE FLAT CAP COVER FOR DECOMPOSED GRANITE r SERVICING OF TIMER AND WATER N VALVE CONTROL UNIT SECURED BY SHALL BE MIN. 6" FROM THE TRUNK OF 1 STAY SET SCREWS. " 7 THE TREE. 3. ADJUSTABLE ELECTRONIC TIMER A 1�1/2" 3 2 - - - OPERATED. BY 9 VOLT LITHIUM IV6" LIB-I �!FINAL GRAD BATTERY 2-3 YEAR LIFE. PREPARED UNDER THE DIRECT %FE4VISION OF: 4. MICRO SWITCH BUTTON. ' 2 5. FREEZE RESISTANT 1 2" ID FLEX „ `' !„ �" ( - I i _{11 �' 111=11 / , -- 1=r 4 r- • 8 HOSE, COLLED INSIDE TUBE. N -(I�;111 �_ • '�V =-I '- 4 NOT USED 6. WATER CONTROL VALVE. -1 fi• 11}: ' LI!(_ -; i i' » » » " 7. POWDERCOATED STEEL TUBE. i 8. 1/2" REBAR. *. 9. WATER TO CACTUS, 2ER PLAN DETAIL NOTES: � 16" 10. WATER LINE IN(1/2" PVC FITTING TO. DETAIL NOTES: 1. SURFACE AMERICA POURED IN PLACE PLAY MATTING AVAILABLE ��j► ��►�! 1/2" PVC WATER LINE). C�t��o THROUGH COAST RECREATION (949)553-8065. COLOR PER F of 9 1. TREE PER PLAN. ALL STAKING PER DETAIL 'A', SHEET LP-2. DETAIL 'K' THIS SHEET. DEPTH SMALL BE 3" MINIMUM. NOTE: ACTIVATION BOLLARD AND ASSEMBLY 2• 3" STABILIZED DECOMPOSED GRANITE. COLOR: CALIFORNIA GOLD. STABILIZER AND 2. 3" AGGREGATE BASE :a PARTS TO BE MANUFACTURED BY: DECOMPOSED GRANITE TO BE PROVIDED BY GAIL MATERIALS (909) 270-1095. 3. CONCRETE PAVING PER PLAN 10 INTERPLAY DESIGN (707) 447-8985. 3. CONCRETE PAVING PER PLAN. RLJ1 NO. E)�. pr\7E DAB 4. 90% RELATIVE COMPACTED SUBGRADE (MIN. 12 DEPTH) 2t10 �a31 �Q 4. 2' DEEP C.U. STRUCTURAL SOIL. PROVIDED BY GAIL MATERIALS (909) 270-1095. 5. 1/4" RADIUS (TYP.) APPLY PER MANUFACTURER SPECIFICATIONS. D11RECTM: PLAN VIEW REBAR 5. 90% RELATIVE COMPACTED SUBGRADE (6" MIN. DEPTH) - bUp": E Water Pla Bollard 3/4 =1, F Tree Well 4!=l� G Plav11= , � Surface 1 10 H DETAIL NOTES: 1. FINISH GRADE PER PLAN 6 7 6 SCALE. ADJACENT PARK SITE 2. 6"X6"X16" PRECISION BLOCK COLOR: TAN O COLOR A: 20% BLACK. 80% ROYAL BLUE. N.T.S. PROPERTY GROUT SOLID ALL CELLS. . 10 3. COMPACTED SUBGRADE PER SOILS REPORT © COLOR B: 20% BLACK. 80% DRK GREEN. REVISIONS 4. 12" DEEP X 24" WIDE CONCRETE FOOTING f" �► 6 5. " EXPANSION JOINT 6. (2) #4 REBAR HORIZONTAL CONTINUOUS AT 3 4� NO. DATE DESCRIPWN APPRD TOP AND MIDWAY OF WALL AND IN FOOTING 6 7. #4 REBAR VERTICAL CENTERED IN WALL W/ A 3 24" MINIMUM OVERLAP W/ FOOTING REBAR 8. CONCRETE PAVING PER PLAN 9. 3 COURSE ACCENT BAND OF 4"X6"X16" SPLIT Q FACE BLOCK COLOR: TAN TO MATCH ENTRY PILASTERS. MIN 6 4 7 I 8 MIN. 7 10. EXISTING PROPERTY LINE PER SURVEY 2 6 8 _ 6 11. MORTAR CAP TO MATCH BLOCK 1 2 NOT USED 5 NOTES: THE INITIAL BED JOINT THICKNESS SHALL NOT DETAIL NOTES: BE LESS THAN 1/4 INCH OR MORE THAN 1 INCH 6 SUBSEQUENT BED JOINTS SHALL NOT BE LESS THAN 1♦ LANDSCAPE STRUCTURES TOT-LOT (2-5YRS) PLAY 6. PLAY AREA CURB TO RETAIN WOOD F1BAR. SEE 1 1/4" OR MORE THAN 5/8" IN THICKNESS, LAYOUT PER COAST RECREATION DRAWING #: DETAIL 'H', SHEET LG-2. 5 1 27789A2-1. (949) 553-8065. 7• CONCRETE MOWCURB SEE DETAIL 'B', SHEET LG-2. GENERAL NOTES: 2. LANDSCAPE STRUCTURES CHILD PLAY (5-12YRS) A. CEMENT PER ASTM C150, 1 PART PORTLAND LAYOUT PER COAST RECREATION DRAWING #: 8. ADA ACCESSIBLE CONCRETE RAMP WITH 1 3/4" 4 CEMENT; 2 TO 3 PARTS LOOSE SAND, 2 PARTS 27789A1-1. (949) 553-8065. THICK RUBBER MATTING SURFACE COATING. SEE COARSE AGGREGATE 3. 48" SAGUARO CACTUS AND ROCK WATER PLAY. DETAIL 'B', LC-3. RAMP NOT TO EXCEED 8.33% B. REINFORCING: FS= 20,000 psi, ASTM A615 GRADE SLOPE. MANUFACTURED BY: INTERPLAY DESIGN (707) A 7777 40, BARS TO CLEAR OF GROUND BY 3 INCHES IN 447-8985. SEE DETAIL 'D', THIS SHEET.-I 1- FOOTING CLIENT: CrtY PALM 4. 36" HIGH ACTIVATION BOLLARD. CONNECTION TO WATER NOTE: COORDINATE WITH SHADE STRUCTURES INC. DESERT lie C. MASONARY: FM= 1500 psi GRADE "A" PER ASTM C-90 AND ELECTRIC TO BE DIRECTED BY MANUFACTURER'S (760) JOB FOR CLEARANCE HEIGHTS ON ALL 13 PALMA VR AGE N� RK ORHOW PA 7 U D. CONCRETE: FC= 3000 psi 0 28 DAYS PER ASTM C-90 - SPECIFICATIONS. INTERPLAY DESIGN (707) 447-8985. PLAY AREA SHADE STRUCTURES. �--� DATE. 4 20 04 E. CONTRACTOR TO CONTACT CITY REGARDING TREE PRO- SEE DETAIL 'E', THIS SHEET. `-J OWN BY. TIM TRECTION PRIOR TO CONSTRUCTION OF WALL. ALL 5. 3" PLAYBOUND POURED-IN-PLACE RUBBERIZED DRAWN BY. ANH 3 TRENCHES MUST BE HAND DUG WITHIN THE DRIP LINE SURFACING. DISTRIBUTED BY: COAST RECREATION OF EXISTING TREES. (949) 553-8065. SEE DETAIL 'G', THIS SHEET. AP PRO D BY: MY OF PALM DESERT �� nu 021065 FILE NUMBER: 1 Block Wall 1i211=1' J K P a Areas ,_ - 4 1 =20 SHEET NUMBER: MARK GREENWOOD, P.E. DATE 9 LCm2 RCE• N 0. 57989 EXP. fi/30/200fi COY ENGINEER 20 TOTAL SHEETS 1• 16x8x16 SPLIT-FACE (4-SIDES) APPROVED BY. CITY OF PALM DESERT 2 f4' S 16" PILASTER BLOCK, GROUT SOLID; $ COLOR TO BE TAN. 12" 2• ACCENT BAND 16 SQ. 'PRECISION 10 PILASTER BLOCK. 16" 3 16" _ `;:'.�'.,: {..:. ?, SHED z 12 :,,,�;�.�� , �. x c 4; • •+ •. 3. FINISHED GRADE PER PLAN MARK CARE NWfJOD, P.E. DATE 4• 6" MIN. DEPTH 907. RELATIVE RCE NO. 57989 EXP. 6/30/2006 CRY ENGINEER 0 COMPACTED SUBGRADE o o =, ;: �;: = d• a —,—— e ' ' - =-`Tn.�.Ti 1= !-1 1=1 i=1 i�i f l=1(I—I f-1 (—i l—i I f_i i5. CONCRETE WALK PER PLAN. 4 {:,_'.� y .� �;_=-•j;__,� N 1.=!I►=_l i i=i I f=—i I f — —=(I-1I=I I-=III=11 II j=1 I i=II(I='i I!i I i 11=I I I=—i I I-TI--1—I I i—{I 1=-1�1=f I 1i=i 1=—I 11=!i 1=1 I f-1 I(=1 I I=-i I I 1 I =I 1 I i1 i_1!_ I 6. DRY PACK MORTAR AT JOINT WHERE VOIDS EXIST WHEN BLOCK — ,._.. I - - MEETS PAVING. COLOR: TO MATCH &r# 4 -' '` I III III—III—III—I I► —i i I-1 11—III—I i s . CONCRETE WALK i wr�ic woau o�wwrr I' h 7. FOOTING PER MANUFACTURER SPECIFICATIONS. _ 8• . CA 92290-2M #4 REBAR HORIZONTAL AND re OW PM rr0I A1�10 0111E VERTICAL. PALM _Ti i4A-OOtf 16»_ AS REQUIRED 3 FCC a" 3 -700e DETAIL NOTES: 12 (MAXIMUM 8.33% SLOPE) *** ALL BLOCK BY 'ORCO BLOCK' (800) 473-6726 - PROJECT NAME: 1. DRINKING FOUNTAIN MODEL #3202G (GALVANIZED) BY HAWS CORP. OR APPROVED . EQUAL (909)594-7088. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 7 PALMA 2. FOUNTAIN FIXTURES PER MANUFACTURER'S SPECIFICATIONS (TYP.) =III=I I — — VILLAGE 3. 4'SQ. TREE GRATE MODEL #QSATG48 W/FRAME #QS 48TGF. QUICKCRETE OR II=III APPROVED EQUAL (909)737-6240 — —44:- 4. METER BOX #36-HFL (W/HINGED LOCKING COVER) INSCRIBED "WATER". SET DETAIL NOTES: - — I3 i. _ — ; GENERAL NOTES: NEIGHBORHOOD11 FLUSH W CONCRETE. BROOKS CO. OR APPROVED U - _III— - =i / EQUAL (909)947 7470. I I I—III III _ A. CEMENT PER ASTM C150, 1 PART PORTLAND 5. HAMMOND 3/4" BRASS BALL VALVE OR APPROVED EQUAL. i. COMPACTED WOOD FIBER PER 4. 90% RELATIVE COMPACTED SUBGRADE. f—I I�_ I I�--III—_III_—I I I� MANUFACTURERS SPECIFICATIONS. SEE DETAIL I I—I I- - (I CEMENT, 2 TO 3 PARTS LOOSE SAND, 2 PARTS PARK 6• FIBERGLASS FABRIC ON TOP OF GRATE PER SPECIFICATIONS. 'H', SHEET LC-2. 5• #4 REBAR AT 2' O.C.- CENTER IN -I I I�;I(I=III,=III ((I—I I(=_i I_ COARSE AGGREGATE 7. 3/4 DRAIN ROCK TO BOTTOM OF GRATE. y y y CURB, EXTEND 12" INTO ADJACENT B. REINFORCING: FS= 20,000 psi, ASTM A615 2. 6 THICK CONCRETE RAMP WITH 6 X6 X10 WWM GRADE 40, BARS TO CLEAR OF GROUND BY 3 8. FLOOR DRAIN MODEL #A-325 BY 'ALHAMBRA'- SLOPE CONCRETE TO DRAIN RAMP (TYP.) 'ALHAMBRA' OR APPROVED EQUAL (818)289-4294 CENTERED IN CONCRETE SLAB. INCHES IN FOOTING a , , 9. 4 ABS DRAINLINE; CONNECT TO SUMP; SEE DETAIL G y, LG-2. 3. 1 3/4 THICK PLAYBOUND POURED-IN-PLACE 6• PLAY AREA CURB SEE DETAIL 'H', C. MASONARY: FM= 1500 psi GRADE "A" PER CONSTRUCTION 10. CONCRETE PAVING PER PLAN. RUBBERIZED SURFACING. DISTRIBUTED BY: COAST SHEET LG-2. ASTM C-90 11. 3000 PSI (MIN.) CONCRETE FOOTING PER MANUFACTURER'S SPECIFICATIONS RECREATION (949) 553-8065. SEE DETAIL 'G', D. CONCRETE: FC= 3000 psi 0 28 DAYS PER DETAILS 12. 90% RELATIVE COMPACTED SUBGRADE (6- DEPTH, MIN.) SHEET. LC-2. COLOR: 20% BLACK, 80% ROYAL BLUE. ASTM C-90 A Drin in Fountain 1/2"=1° B ADA Access Plav Ramp 1/2 C Entry Pilaster 1f2A=l/-ol D PREPARED UNDER THE DIRECT SUPERVISION OF: �" \ LAY o - 4 OF CAI R.LJ1. NO. EV. DATE GATE 2110 10-31-04 03.-02—C4 DIRECTION: H SCALE: N.T.S. REVISIONS No. DATE OESCRPTION APM CLIENT: CTTY OF PALM DESERT JOB NAME PALMA VILLAGE NEIGHBORHOOD PARK DATE 4/20/04 DESIGN BY: TIM DRAWN BY: µH CHECKED BY: TIM JOB NUMBER: 021065 FILE NUMBER: ' K L SHEET NUMBER: 10 LCm3 20 TOTAL SHEETS 71 ee••eIle I •ee•; � s ti sue,. ea • J �% • • i ■ ,+ • ♦ • • . [ II •t £ yam `v�� ram} _ -�p�-1e AMNEETM • ` ems,C;�r - _'`�� �,F!e• _ � � e �_ A r• uu mm MMM I ME \J ♦ ■ • r cam%� '��=:ltci►� ,- ( I �� , . \%al% r • iY ''j, ♦ \ ! /\:.:. coca ' %\'%(.\• \ \J \1f\' /\mil\ 1r.S��i,Ski���F's ` �i t�)i cx l / c%\/ �y� blca r,1 .\ �•r ca w v (\ - r�xlala\^ 11 .M• - ,:.� . V / \ lair.\1 \ i, •%I�~ i \ \ .\ \'J ra,a ,:. :..�., tK —tea •- ,• e� �x\� \; ,% �, `J �% w v < .v•, as ,.\ ,_.._':. '' ._ ` li: .'.. II v `i f x�%,/ 1�/\ ra r Z / (.\ , t ` / is •r ray w fat% /^ mil% �, .... �, ,, � • ` t 41v �� • i iJ �/ • _ \J lilt% `y - c, r./\ •mar rri �.. ���� © i A - Aow \'l tel: \��:.\��\t%•��`'J•/:�\'/*\J� , ''' ,� ♦ i ■ ,i : -- - RROI c:Ica �I/� `%��i'rfia •�� ca e. \i \J /•I�•�\•Jti� \ !j < �-s • \% \'J`�-4jl"J\"!\% \(\�•�/.lilt r/\'J\lam/` ' * �©':.. • •/` '% ���!!w ,cad:Sc'zaa r7 '® � i • '• • • -- ` is • . n- a • ♦ _:..' • x ^a i \ / ••' A a s � • • • 7• a�lc%v�f�f �1 • • oft- I `'•;�;;' �' ,,:ter� .: /,14 mmwj • _�---®- / / •': :a- 1 .. i�; ar• eaO�i%ram • / i i _ <.. _ �- � � Q 9 , LEGEND r® BACKFLOW PREVENTER I. AUTOMATIC CONTROLLER (SEE LEGEND). 3 - NOTES LEGEND INSIDE ENCLOSURE 3 • 2. 120-VOLT POWER SUPPLY WIRE-5 IN CONDUIT. 7 S • 1 3. PVC, CONDUIT-2 1/2" " WATERPROOF ALL WIRE I. I" IN LAWN AREAS, 2" IN PLANTING 4. FIN15H GRADE 6" 12 --- 6" CALSENSE CONNECTIONS BEDS e 5. SWEEP ELL-2 I/2" I f . --f= WHITE 2 MINIMUM DISTANCE UPSTREAM IDX i4_ 13 I SLUE DIAMETER OF FLOW METER SIZE _ 6. DIRECT BURIAL CONTROL WIRES II TO CONTROL VALVES. ?. 4 THICK CONCRETE FOOTING. 4 5. MINIMUM DISTANCE DOWNSTREAM 5X PART14EW 8 8. STAINLESS STEEL PEDESTAL. 6 $ DIAMETER OF FLOW METER SIZE 71HM IM WMM OWE CEN9. ENCLOSURE 2 5 RED PALMTaboo=Cmm BLACK MASTER VALVE III VOW 24t-710W 4 NOTE: INSTALL ALL WIRING PER LOCAL.CODE. 1. 12-"x12"x12" MINIMUM CONCRETE THRUST BLOCK FLOW METER SEE DETAIL 2. TO 'POINT OF CONNECTION' - ADAPT AS NECESSARY PROJECT NMI: 3. BRASS 90 DEGREE ELL - TxT 4. PVC SCH 40 MALE ADAPTER - SIZE AS REQUIRED � 5. PVC MAINLINE PER LEGEND - SIZE PER PLAN PALMA VILLAGE _ pi, p6. FINISH GRADE= = 7. BRASS NIPPLE - TxT - LENGTH AS REQUIRED = IIII=IIII=I I(I 8. BRASS UNION - SIZE AS REQUIRED WHITE 9. BRASS NIPPLE - TxT - 4" MINIMUM LENGTH RED (C,pMMpw NEIGHBORHOOD (III_ III(_IIII 10. BRASS NIPPLE - TXT - 2" MINIMUM LENGTH (TYP. OF 2) _ 7 IIII 11. BRASS Y-STRAINER - 60 MESH SCREEN W/ HOSE BIB BLACK 2 - 12. VANDAL RESISTANT ENCLOSURE - MODEL PER LEGEND SLUE fill = INSTALL PER MANUFACTURERS REQUIREMENTS PARK 13. INSTALL 4" CONCRETE PAD, EXTEND 6" PAST ENCLOSURE * 12" MINIMUM, 30" MAXIMUM o q�B8o0°�°ng� O NOTES: C � 0 O C� INSTALL BACKFLOW PREVENTER PER LOCAL CODES, HEALTH DEPARTMENT STANDARDS, AND (GALSENSE DIAGRAM) IRRIGATION 5 3 6 MANUFACTURER'S DIRECTIONS. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2 WHERE BACKFLOW DEVICE SIZE IS SMALLER THAN MAINLINE, ENTIRE APPARATUS TO BE SIZE OF MAINLINE. BUSH DOWN ONLY AT THE BACKFLOW DEVICE. FINAL LOCATION OF DEVICE DETAILS TO BE DETERMINED IN THE FIELD. BACKFLOW TO BE LOCATED IN PLANTER AREA AND SCREENED WITH SHRUBS AS POSSIBLE. BBackflow Preventer Clw.kd b CVWD� C Calsense Flog Meter A Controller 0I RAIN BIRD GB 5H2 M ELM,TRIC CONTROL VALVE, ®REGTANC�IlLAR VALVE HOX W/6REEN BOLT DOWN COVER TWr-AND TAN IN SHRUB BEDS LEGEND HEAT BRAND VALVE STATION NO.ON LID IN 2'H16H C44ARAGTERS. I. ROUND VALVE BOX WITH GREEN BOLT- ID BROOKS ECONOMY VALVE BOX COLOR ® MATCA4Y'S I.D.TA6-N1N TO GREEN IN TURF AND TAN IN SHRUB BEDS � �r[ MATGHDRAN8NG5 DOWN COVER" (TAN IF IN SHRUB BED) 12 12' MAX. a 1 2 }-TEAT BRAND "GOV" ON LID IN 2" HIGH r 01 EL>=II CONTROL VALVE 4 FINISH HEAT BRAND BV ON s 504 eo NIPPLE T.O.E.W/S5 PVC COUPLING VALVE BOX COVER IN 2" HIGH LETTERS. 6 MIN. CHARACTERS. }- 0 VALVE WW- BOLT BgAE6 FITrINFf FROM P:O.C.- I N QWN GAR TURF AND tAN FROM PO.C.TO MiCV.ALL 1 FITTINGS EV O2 FIN15H GRADE. t Mdk 0% trM c.OMMON BRCK(4 REGUl1I), 2. FINI5H GRADE. T = HR .D T PLAN IB I3 I 2 4 M611gowen 0 SCOWON AME WGON OU.E OTHM R VALVES ON 2 ___- O G ISTY'S I AG, t T/w6- -7�t. I+�o�«011 sM•NM a SAM5/4' 0ONTID Roue r�•r P. 3. BRA55 BODIED BALL VALVE- FULL PORT III=1I I I=IIII=IIII= III 3 O 5/4" CRUSHED ROCK. 6" DEPTH. II - mcv Io (CONTROL �Lt PLAN 4. 5GH. 40 PVC, PIPE EXTENSION, DIA. TO ALLOW' =IIII= ICI I.I t� BRA55 NIPPLE. -III{ 5 F5GI-I 800 INISH NIPPPLE TA.E. W/r.�5 PVC, COUPLING 11 PVC SC44WUL.E 4o PIPE. FOR MOVEMENT OF HANDLE ON VALVE IIII IIII= ® BRA55 of0 DEG. ELL. PREPARID UNDER THE Dfl2ECT SUPERVISIOI: OF: 12 PVC,5x5 ao DE5.ELL - = LENGTH AS REQUIRED. 6 PVG PIPE 70 SYSTEM-ANGLE PIPE 13 WIRE CONNECTOR = * _ - +' t• '+�--' O MAIN LINE PIPING. 12 I I IIII TO SPECIFIED DPPTH WITt-I 45 DEG.ELLS. PLAN t3 I 2 3 4 14 MAIN LINE FITTING KsoLvENT WELD OUTLET. " " 21►iM i'rstiti T COMMON BRICK(4 REQUIRED). le (III 5. 3/4 CRUSHED ROCK - 8 DEPTH. I O IS BALL VALVE SEE DETAIL•E' 3 G 10 Q 5 O MAIN LINE FITTING. II ` LR` .�� COMMON WIRE TO OTHER VALVE ON s 6. COMMON BRICK (2 REQUIRED). 6 BRASS a0 DEG. STREET ELL. 10 ° Q., .4• SAME CONTROLLER. `� , W►LON�. _ Ib COIL WIRE PM WMIF16ATION5 �. 11 >�° 80, s 8' e° a 5/4' CRUSHED ROCK 6'VEEP. � A !I = I I ID BRA55 NIPPLE - 6 LONG. ° e e ° 6 10 GONTROL/GOMMON WIRES PROM CONTROLLER. r' III= .c o' -f. SCH. 80 NIPPLE TOE YV/S5 P1/G COUPLING oo •e e e b '+ IIII 5 I(II= (3 0'., o o o o"o 00 0 ° o pO I I QUICK COUPLING VALVE. tl RILL PORT BRA55 VALVE • o0 008o0• 4 8. 2" CLEARANCE. g 7 12 o80 080•• ° oo° 12 WALK OR CURB. 12 PVC, 5x5 a0 DEG. ELL. ' ' h e TO P.O.C. ° •° ° ° oSo q. PVC, MAIN LINE PIPE. ° I" IN LAWN AREAS. SECTION 14 13 WIRE caoeGTOR. d� II BY CVWD •o (TO BE WATER TIGHT) � � � a o� 2" 1N SHRUB AREAS. tO ' "8e. Q b°»0°.,4. °e . • °• ' °80 ° °'° d'°�.• o 5/4" IN TURF AREAS. 8 t4 MAIN LINE FITTING W/SOL AN-r m-D OUTLET. r�Q `E� ° 8° o . Oct o 2" IN SHRUB AREAS. 15 COIL WIRE PER SPECIFICATION C A NOTE: USE TEFLON TAPE ON ALL MALE o F o e e o o 0 ° 00�:88�8,�?08o•• o o o °�• 8 O,, PIPE THREADS. ° ° 0 9 °O V ° iSo• $° 8°° '° •8 0•go•g80 So 00,°oa "' 2" IN SHWAS AREAS. TO VALVES 80°'°•°° °• ° 8°o•go°08 q 8 SECTION °' ° 8°° °O ° • 0. 'o ° 5 ' R.LJL N0. M. DATE DATE I IN TURF AREAS. 2110 10-31-04 03-02- SECTION 14 EBall Valve F Quick Cou lin Valve G Remote Control ValveMaster Valve d' •'d a r 9, a SCALE: .I I I-;_I N.T.S. -t 11 = �f l {{I I I { I= REVISIONS Uj -! i I- - _ 2 ►O. DATE DESCRFWN APPRD -I { MiIWL 4 p .I11I1111 +{ II{� s i LEGEND `� z_ _{ I i=1 {f _I.-( I - 3 1. NON-PRESSURE LATERAL LINE PIPING. , 5yf"N' r•Y:, ",.e•.•{i w� .,�i.`.. ' t "T�•: ' 1 h�`!k: - - ' L •i ( (_�_I I'i �• w� `.Y• R.�,Y.� N,{ f.,.•Y» �,,. .a 1."'�,'! 'MI -j�h,•'� • �,Z•f:�•»-0h,.L�r�'h�,'�1.,�'f�11G 1�. � tL t.}ye J•.:Y"AM� A•�'•• f �I I C�•'tr' 'N.7. Aj•Y,ti.r�'h.:JM a ♦ h fn. } '1.'•a r;•.M••al^;q' ri: 2.PRESSURE MAIN LINE PIPING ¢ 6" I - ,+' a13ry A �.;+i�'`^yi.'•lti :l, }.ti�di.lie,:. "ptp A.•A --I N !- '��•h••71 t� �r, 4''i:• .rh•"�'i":/,r•' t. h'.t..•n«7:•`'fit?i ..•A:v: / �.r•tif1 t�*..,'i••afhf •iyr•�'•��`.YS '�t^�o' ?a�y�,�•n44i•- _ 12 MI . I 3.CONTROL WIRES - TAPE AND BUNDLE - ».��=�N;.�fr�•;a' 'r; i,x z', .,,, ,, '�'+.,It� r t>` _ _I EVERY 10 FEET. INSTALL ADJACENT 'f" •%+ ' �•+ •c 1 i 5 wry,,, �`•'. SEE NOTE TO PRESSURE MAIN LINE. 4.PROVIDE 2" DEPTH OF GLEAN BAGKFILL. � ; ' ;J•�T7�:`•' at• - ( I-- 2 RA I� Ct� Fu1 Wbtidr>tp Dcy� 4 - » .,....,. t�;'E^i,'�t.�a;W,.t;;t*. } •,,;�•^. �y ApMM r<<;'J I;- 5. -I i •,e wn+;+y"«t'.e tti Ay• •` .l•q.unr ti,".,�: .wii }!:�t.'!'fi +x<w• SEE IRRIGATION SPECIFICATIONS FOR 2" _I I- x:I.. • ,,� ,i•ic...o`':: y.,t,t••,.,•+I I t__ 1 n . i k_, w ..; .,. �. ,�,.ZiC L�.• "`II'"«•v l"• r�r::rd.i4�^•.✓. �.trN�� t_{ 2 BAGKFILL AND COMPACTION -I I •�.:�r•�L;d''.x'` �..Fr.,f ».rn:»i•y" , k^;�s.".`•,1 %; +'• -� I I- APPRO�+IE BY: CITY REQUIREMENTS, r I { l 1 I-1 I I l i 1;I r I �'1=- 1 !-i 1= OF PALM DESERT •,,,III,;,EI ,,;,III,;,II ,,,I�I,;,I {,;,lll,,,lil,;,l�I,,,111„,I _ . 3 6.FINISH GRADE. ". " MINIMUM BACKFILL DEPTHS FROM FINISH 12 �► GRADE TO TOP OF MAINLINE 6' 4' 24" FOR PIPE SIZES 3" AND LARGER 1. HARDSCAPE (TYPICAL) MARK GR WOOD, P.E. DATE IN I5MFOR EEL SIZES 2 I/2" AND 2, CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS RICE NO. 57989 EXP. 6/30/2006 CITY ENGINEER 3. SAND (TYPICAL) CLIENT: CRY OF PALM DESERT 4. NON-PRESSURE LATERAL LINE / SLEEVE (SIZE PER CHART) 1. SLIP BASE SOCKET OVER END OF WIRES JOB NAME LA PALMA NEIGHBORHOOD PARK 5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER. CHART) 2. STRIP WIRES APPROX. 5 8" FROM ENDS -- TWIST TOGETHER 6. PRESSURE SUPPLY LINE SLEEVE SIZE PER CHART / These plans have been reviewd by the Coachella Valle water 4�20/04 / ( ) 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER y 4. PUT CRIMP END OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE District in accordance with Water Code Title 7. Division 1, Chapter DESIGN BY: KCK NOTES: 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 3, Article 10.8, Section 65597 et seq. requiring effient landscape DRAWN BY; KCK SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. EXTEND. SLEEVES 12" BEYOND 6. PUSH SEALING PLUG INTO BASE SOCKET and irrigation design in cooperation wit the local governing agency CHECKED EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE A MINIMUM 7. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION (City or Cour�.ty) �' TY 42"-48" DEEP (OR PER WATER DISTRICT STANDARDS) WHERE APPLICABLE. S. COMPLETED WATERPROOF WIRE CONNECTION �Z 71 JOB NUMBER: 021065 (J O FILE NUMBER: - • H Trenc in sleevina I .J Wire Connections DA E W r onagement pecia SHEET NUMBER: 12 Llaaa2 De lopment Service Supervisor 20 TOTAL SHEETS 2 S y -11 L-12722 f OZ RAINBIRD 1404 BUBBLER. - 15" MIN. - 2 PVC,RISER - 50H. 80 5" MIN. n 5" MAX. 4 U4 PVG LATERAL PER PLAN. LEC7END O TREE PIT PER PLANTING DETAILS. fill=till=� =1111=IIII=1111- ' c • I. SET ROTORS MINIMUM 4' SETBAGiG FROM O i=1N15H GRADE =1 I I--III 11-1 I I I 11=1 I _ • .a . • ALL HARDSGAPE AND 4" ABOVE FINISH I I I I=III=' I I I I=III= TREE 0R PALM ROOT BALL - 1=1 I I-I I III-I I =1 I I- 8 I GRADE IN OPEN AREA5 AT TIME OF - - - -1 I I-1 I I I I-III III-I I INSTALLATION. (I I (!I TI I I I- O TREE OR PALM TRUNK O� Pdw Dewitt III=III-) I III 8 2. NOT USED I I I I= I I I I= 8 � PISLIC wolr�cs D 'AR'TAIEr Z SET ON UNDISTURBED NATIVE SOIL �M F1Fa� WARM CAM -III II- _ _ _ _ 3. ROTOR HEAD. 10 MARLEX 90 DEG, STREET ELL. JOINT PA M DENi , CA 0200-T8 I I - SlEr AT MME OF SET AT EOft OF 3 - _ _ _ _ _ _ = 4. PVG 5GH. 80 NIPPLE - TBE 5 ROOr BALL fWOTBALL - Tdophomc CMM 340-M LE&END 2" MINIMUM LENGTH. 6 Fuc 0" 34t4003 PROJECT NAME 4 2 3 5. PVC, QO DEG. ELL. 2 PARiGWAY LEGEND 6 7 6 1.FINISH GRADE 7 7 6. LATERAL LINE PIPE AND FITTING. PALMA VILLAGE -r 2.CURB, WALK OR FOUNDATION a --�4 7. PVC TxT Q0 DEG. MARLEX STREET ELL. 1. EMITTER/ BUBBLER I I 2" 5.POP-UP SPRAY HEAD 8. FINISH GRADE. 2. 12" SCHEDULE 80 PVC RISER MAINTAIN 3" ABOVE FINISHED GRADE 5 3 NEIGHBORHOOD 4.PVC 5CH 80 NIPPLE cf. I"X5" MINIMUM 5CH 80 NIPPLE 5. GROUNDGOVER PER PLANI _ 5.PVC LATERAL LINE NOTE. USE TEFLON TAPE ON ALL MALE PIPE 4. FINISH GRADE 5 PARK 6 THREADS. 6.MARLEX STREET ELLS 5. 2-1/2" MARLEX STREET ELLS 4 8 ,.PVC TEE 6. PVC TEE SCH. 40 OR ELBOW LINE SfZE IRRIGATION S.I"XS" 5GH 80 NIPPLE 7. PVC, LATERAL LINE (DEPTH PER 5PEGIFIGATIONS). (p (p ALL SPRAYHEADS TO BE SETBACK 18" FROM THE EDGE OF ALL HARDSGPAPE. '° 1. DETAILS A Pop-Lb Spray Head B Po -U Rotor C DrID Emitter D Tree & Palm Bubbler t 3 4 2 Water Budget Calculations = �-- for LANDSCAPE INSPECTION SCHEDULE 5 Palma Village Neighborhood Park CALL 24 HRS. ADVANCE BEFORE INSPECTION Coachella Valley Water District 1 ) SLEEVING/ GRADING 6 10A. SLEEVE DIAMETER, TYPE, DEPTH AND LOCATION. 13 I 7 SITE DATA B. SOIL SURFACE DRAINAGE, ELEVATIONS AND 14 i I=III + + + + + + + + I I I HYDROZONE AREAS Sq.Ft. IE= SPRAY HEAD EFFICIENCY 0.75 TRASH (INCLUDING WEEDS AND RUBBLE) + CI tea+► IE= ROTOR HEAD EFFICIENCY 0.80 2) HARDSCAPE/ BOULDERS- COBBLE IIII=III III=II - III + + + + + + IiI I I- TURF SPRAYS 7,025 IE= DRIP EFFICIENCY 0.90 A. SIDEWALK AND WALL LAYOUT I I I I (III 1 yy o + + + + + l i TURF ROTORS ETo= REFERENCE ETo 66.82 4 I I I + + + + + + ° ET ADJUSTMENT FACTOR 0.60 B. UTILITIES LOCATION 12 NATIVE SHRUB DRIP 33,420 CONVERSION FACTOR 748 C. BOULDER TYPE, SIZE, WEIGHT AND 2 2 I ( o + ++ + + + + + + + + �I I SHRUB DRIP AREAS 1,550 Kc= NATIVE SHRUB PLANT FACTOR 0.20 PLACEMENT PREPARED UNM THE DIRECT SUPERVI" OR I o0 0 + + + + + + I I Kc= SHRUB PLANT FACTOR 0.50 + + + + + TOTALAREA 41,995 Ke= TURF PLANT FACTOR 0.70 3) IRRIGATION SYSTEM ROUGH- IN 3 6 g o0 08 030 o A. TRENCH DEPTH AND LOCATION . ` F oo°oo 00 VA 0 ° B. PIPE SIZE AND CLASS �` �. ° C. PRESSURE TEST ' (1(125 PSI FOR 6 HOURS) o ESTIMATED ANNUAL WATER to n USE CALCULATIONS Billing Units • 4) PLANT MATERIAL (TREES AND SHRUBS) ►- o -� 1. TREE TRUNK Turf Spray Areas (ETo)(Kc)(S.F.)(.62)/(IE)(748) 363 A. CONDITION LEGEND 2. TREE ROOTBALL G f 3. 2" LODGE POLE PINE STAKES PER PLANTING PLAN B. TYPE Date 1. FINISH GRADE. cf. 50H 40 NEt- E ADAPTOR 4. PLANT BACKFILL PER PLANTING PLAN Turf Rotor Areas (ETo)(Kc)(S.F.)(.62)/(IE)(748) 0 C. PLACEMENT '�J► �`�► 2. PVC sxT qo• ELL sc+l 40 0. (4)2"XG 4'xD12�TREATED POM 6. FINISH DIAMETER 18" LONG PERFORATED ABS DRAIN PIPE* 5) GROUNDCOVER (DECOMPOSED GRANITE) � 41 11. 3. SCH 80 GL05E NIPPLE FOR SUPPORT. 7. UNDISTURBED NATIVE SOIL A. TYP E 4. FULL PORT BRA55 VALUE 12. 12"x 18"RECTANGULAR VALVE BOX. 8. FIXED FLOW BUBBLER PER LEGEND Native Shrub Drip (ETo}(Kc)(S.F.)(.62)/(IE}(748) 411 B. DEPTH AND SPACING 15. RECTANGULAR VALVE BOX PV&REEN BOLT 9. 1/2" SCH 80 PVC NIPPLE - LENGTH AS REQUIRED Shrub Drip Areas (ETo)(Kc){S.F.)(.62)/{IE}(748) 48 C. CO M PACTI Q N 2110 10-R.0 7. DATE DATE 5. GB SERIES RAINBIRD DOWN COVER TURF AND TAN IN SHRUB BEDS 10. 1/2" SCH 40 PVC ELL - SXT 31-04 03-02-04 HEAT BRAND VALVE STATION 11. 1/2" CLASS 315 PVC LATERAL LINE 6. SCHEDULE 40 CVC XT qO" ELL NO.ON LID IN 2"HIGH CHAR 6 ACTERS. 12. SCH 40 PVC TEE AROUND PLANTING PIT ) FINAL '7. AMIHAD SUPER FILTER 14. CARISTY'S ID TAG -NUMBERED TO 13. CLEAN SAND IN BASE OF DRAIN PIPE Estimated Annual Water Use EAAWU g22 A. IRRIGATION °" '°" MATC WI H DRAWINGS. 14. FIBERGLASS FILTER FABRIC i) VALVES, BOXES, AND WIRING e. sENNINGER 3o Psi REGULATOR * INSTALL CAP ON DRAIN PIPE FLUSH AT GRADE - MOUNT WITH 2 SCREWS rm, Water Allowance MAAWA 1,396 11 i i) CONTROLLER OPERATION AND SCHEDULE B Dr ontrol Valve F Tree Bubbler - Heads iTYPE SPRINKLER, R NK RA TE BUBBLER AND/OR DRIP EMITTER E AND QUANTITY PER PLANT T ' Water Budget Calculations iv) OVERALL OPERATION TOTAL I I I I 203.24 for V) AS B U I LTS ALE: P►antfirri ation S stem T Zone .Eff. Area Seasonal Plant Factor TOTAL °00 Palma Village Neighborhood Park B. TREE STAKING N.T.S. City of Palm Desert S ry/Bub/Dri 2 .9 17614.116 2 Low/Mod Shrub seam Zonal Eto Plant Area Conversion Factors Estimated plantlirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Fadtor. C. OVERALL Value Factor sq.ft. .62 748 Ird.Eff. WSW Use S r /Bub/Drip . 2 0.000 8 Mod Tree Coachella Valley Water District REVISIONS Water Calculation Chart spring I 14.72 0.35 17614.12 .62 748 0.9 83.58 season Zonal Eto Plant Area Conversion Factors Estimated summer 40.75 0.35 17614.12 .62 748 0.9 231.37 value Factor sq.R 0.62 748 brl.Eft. water use Q Fact-Winter 11.35 0.35 17614.12 s2 7ae 0.9 64.44 spring 14.72 0.5 0 osz 74' o SITE DATA N0' °�� DESCRIPTION APARD TOTAL 379.39 summer 11.36 0.5 0 0.62 7ae 0 Maximum Walter Allowance Fan-winter 11.35 0.5 0 0.62 7ae 0 TOTAL o.00 HYDROZONE AREAS Sq.Ft. IE= SPRAY HEAD EFFICIENCY 0.75 MsmttZam Planflirrl etfon3 emT zone Eff. Area seasonal Plant Factor. IE= ROTOR HEAD EFFICIENCY 0.85 t� pray u r p 0.000 3 PlanUirrigation System Type: Zone Irr.Eff. Area seasonal Plant factor. Season Zonal Eto Plant Area Conversion Factor" Eatime.ed $ r lBub/Drf p 2 0.9 54.365 9 Mod/High Tree- TURF SPRAYS 0 IE= DRIP EFFICIENCY 0.90 Square Footage Calculations value Factor sq.ft. .62 748 Int.Eff. Water Use season Zonal Eto Plant Area Conversion Factors Estimated TURF ROTORS 9,989 ETo= REFERENCE ETo 66.82 Swing 14.72 0.5 0 .62 1 748 0 Value Factor sq.ft. 0.62 748 Ird.Eff. Water Use Summer 40.75 0.5 0 .62 w48 0 Spring 14.72 54.3W5 0.62 748 0.48 ET ADJUSTMENT FACTOR 0.82 Tree 8 Shrub Square foot 34970 Fan-Winter 11.35 0.6 0 .62 1 0 Summer 40.75 0.65 54.3 4465 0.62 748 0.9 1.33 NATIVE SHRUB DRIP CONVERSION FACTOR 748 Turf Square foot 17016 TOTAL 0.001 Fall-Winter 11.35 0.65 54.36455 0.62 748 0.9 0.37 SHRUB DRIP AREAS Kc= NATIVE SHRUB PLANT FACTOR 0.20 Total Square foot Cobble/Boulder TOTAL 2.171 Kc= SHRUB PLANT FACTOR 0.50 Total Waterfeature Square footage PlantAM aUon Svetent Type, Zone Eff. Area seasonal Plant Faster. Total Landscape Square foot 51985 S ra fBub/Dri 2 0.000 4 Mod/Hi h plantlirri on S stem Zone Irr.Eff. Area Seasonal Plant Factor TOTAL AREA 9,989 KC=TURF PLANT FACTOR 0.70 Zone No. Eto Water Adj.t Total Conversion Factors Total season Zonal Eto Plant Area Conversion Factors Estimated S /Bub/ Kip 2 0.9 203.867 10 High Tres ft. 0.62 748 Irn.EO. ter Use Wa .ft. 0.62 748 MWA value Factor sq. season Zonal Elo Plant Area Conversion Factors F_slkr+ated Factor 01 0.5 0 0.62 748 0 song 14.7 0.66 0 0.62 748 0 Value Fodor sq.ft. 0.62 748 irtl.Elf. Wabr Uaa Cal 2 I IN n0d*V DI"In 1 57. I�ItV Rr� 2 57.01 0.5 51985 0.62 748 1439.806 Summer 40.75 0.65 0 0.62 748 0 prang 14.72 0. 203.8671 0.62 748 0. 1 3a 75 0.6 0 0.62 748 0 Fall-Winter 11.3E 0.65 0 0.62 748 0 summer 40.75 0.8 03.8671 0.62 74S 0.9 6.12 ESTIMATED ANNUAL WATER 3b 88 0.5. 0 0.62 748 TOTAL 0.0 Fall-Winter 1T35 6.8 203.8671 0.62 748 0.9 11.70 4 93.9 0.5 0 0.62 748 o roTAL n rA USE CALCULATIONS Billing Units APPROVE p�/� Plante ation System T Zone Eff. Area seasonal Plant Factor Total Tree And Shrub 602.04 A PRO Y E 0 1• CI 1 1 OF PALM DW� Total Number of plants I-' 2KT3 a lBub/Ort 2 0.000 5 High Turf Spray Areas (ETO)(Kc)(S.F.)(.62)/(IE)(748) 0 Number of fonts b aster utro 9G of Total Laodscaw Square Footage Season Zonal Eto Plant Area Estimated Plantllrci on System T Zone Irc.Eff. Area seasonal Plant Factor. Low 1 e 0.472 ter*Footage value Factor .ft. 0.62 74e Ini.Eff. Water Use ! u lfdrf 2 0.15 7025 11 Turf spring 14.72 0.8 0.62 7ae 0 &wean Zonal Eto Plant Area ComrorsionFactors Estimated Turf Rotor Areas (ETO)(KC){S.F.)(.62)/(IE)(748) 534k. Low/Mod 1296 0.504 17614.118Summer 40.75 0.8 0 0.62 74e 0 value Factor eq.rt. o.s2 748 Inv.Eft. wow use Mod 0.000 0.000 Fact-Winter 11.35 0.8 0 0.62 748 0 Spring 14.72 0. - 7025 0.62 748 0.75 86 •� Mod/HI 0.000 0.000 TOTAL 0.00 summer 40.75 0.6 7025 o.e2 7ae 0.75 189.8 High 0.000 0.000 MARK pp /'► �/ LOW Trees 4 0.017 5$4.419 Fall-winter 11.35 0.76 7025 o.e2 7ae 0.75 66.97 Mr1RI[ -GR ROODP P.E. �� -TOTAL 343.651 Native Shrub Drip (ETO)(KC)(S.F.)(.62)I(IE)(748) 0 RCE NO. 57989 EXP. 6/30/2006 CITY ENGINEER Low/Mod Trees 0.000 0.000 Mad Trees 0.000 0 000 Piarttll anon System T Zone .Eff. Area Seasonal Plant Factor Mod/Hl Tree 4 0.002 54.3es S rs Zonal t 2 0.8 ersion 9 6 Low Tree Total Turf 343.65 High trees 1g 0.006 203.867 sass"^ Zonal Eto Plant Area Conversion Factors Estimates Shrub Drip Areas (ETO)(Ko)(S.F.)(.62)/(IE)(748) 0 CLIENT: CITY OF PALM DESERT Value Factor sq.ft. 0.82 748 Irri.Eff. Water Use PlanfJirrigadon System Type: Zone Irc.Eff. Area seasonal Plant Factor. JOB NAME LA PALMA NE1GN80RHOOD PARK Total 2673 spans 14.7 0.2 584.419 osz 7ae 0.9 1.58 - S ra JBub/67ri Eto 0.8 99s9 11 Turf These plans have been reviewd by the Coachella Valley water DATE 4/20/04 Summer 40.75 0.2 584.419 0.62 748 0.9 4.39 season Zonal Eto Plant Area Conversion Factors EatimaW District in accordance with Water C Titl 7. D Fall-winter 11.36 0:2 584.419 0.62 748 0.9 1.22 value Fodor ft. 0.62 746 Ird.Eff. WSW Use Estimated Annual Water Use EAAWU 534 ode e IVISIOn 1, Chapter DESIGN BY: Kq( TOTAL 7.1191 Spdm 14.72 0.76 9989 0.62 748 1 0.8 115.78 Stemmer 40.75 0:6 s9a9 osz 748 o.a 253.05 3, Article 10.8, Section 65597 et seq. requiring effient landscape D�yw,I BY: KCK Piantif nS t&MT : Zone Irr.Eff. Area Seasonal Plant Factor: py„try� iceSys".T e: Zone Eff. Area S+asonalPlantFactor Fan-wintx 11.35 0.76 99sa o.62 74a 0.8 89.28 Maximum WaterAllowance MAAWA 454 and irrigation design in cooperation with the local governing agency CHECKED BY: Ty ubfDr 2 16513 1 Low Shrub S ra /Bub/Drip 2 0.000 7 Low I Mod Tree TOTAL ass.lo (City or County) ,106 NUIt�sEl� D2to65 Season Zonal a Plats Area Conversion Factors Estimated - season Zbnet Eto Plant Area Conversion Fedora Estlrtreted Total Turf 458.10 Value F .ft. 0.62 74fi lyd.Eft. water use WatAt Recreational Turf Estimated Annual Water Use EAAWU 534 FILE NUMBER: 40.75 0.2 16513 23 os2 7ae 0.9 123.95 Spring 'J Summer 40:7$ 0.35 0 0.62 e o Tf�tafJg 14fl3.79 Landsca a Estimated Annual Water Use EAAWU 822 7 22 0 - an- 11.35 0.2 16513231. osz 74e 0.9 34. FaA_......r 11.35 0.35 0 0.62 o Total EAAWU 1356 DACE er Management peel i SHEET NUMBER: Recreational Turf Maximum Water Allowance MAAWA 454 asseas Landsca a Maximum WaterAllowance MAAWA 1,396 •-, 13 L�_3 Total MAAWA 1,850 D v loprnent Service.Supervisor. 20 TOTAL SHEETS 12 L-12723 } 0 o 6 IRT TAL + + + / o0 • + + ++ + + o 0 0 } } o + Fup WbtMg Days In Ad�olnce o '� 0 / `.,�J PLOL PARTNENT 0 '• TOTAL LANDSCAPED AREA: 5 000 IF / / o . • rs-M WAoaM ' PALM t�T, CA f��0-25M . ARTMAL TURF SF. / J Tdmphr am i 0-08" FCC OW 341-70W x a TUIF AREA: T1,0'B &F. / ti PROJECT NAME: SHRUB AREA: 3ZO65 U. / / t t o•• . / } PALMA VILLAGE . o / t • �N I NEIGHBORHOOD . � � . • / o t too � / o0 o Q- I - t . PARK +++ } . • • ' •. • / / --- _ - ly t - t PLANTING � - t to 0 PLAN PV / ARTIFICIAL TURF r ® 3 40" (30 xv�7 / 0 Ibmd1k CA ®� + A � � }+++. + . + � x �I PLANTING - +} } NG LEGEND. PREPARED UNDER THE OF: BOTANC NAME COMMON NAMEANATER USE SIZE / SPACING / QTY. DETA�. ,j j Trams N � ++� \ \ * / / OLEA EUROPAEA 'SWAN HILL' SWAN HILL OLIVE (NON-FRUMNG)/ LOW 24" BOX/ 6 'A', LP-2 \. .• QUERCUS VIRGINIANA 'HERITAGE' SOUTHERN LIVE OAK/ MEDIUM 24" BOX/ 3 'A', LP-2 } OR AS NOTED * 9 • BUTIA CAPITATA > � \ /`� . / PiNDO PALM LOW _ 'G / 8 BTH/ 18 B , LP 2 d� � Date } " \ / X CHITALPA TASHKENTENSIS 'PINK DAWN' CHITALPA 'PINK DAWN/ LOW 24" BOX/ 8 'A', LP-2 o � �. o y, / ° Of CA1.�E l _ FRAXINUS VELUTINA ARIZONA ASH/ MEDIUM 24" BOX/ 15 'A', LP-2 \ •. t O • CERCIDIUM HYBRID 'DESERT MUSEUM' " w� • \•. I t ,,/ / � EUM PALO VERDE DESERT MUSEUM/ LOW 24 BOX/ 19 'A', LP-2 R.L.A. �• �• DATE DATE 2110 10-31-04 3-02-04 SOAPTREE YUCCA LOW ' • , . . t ' / / o YUCCA ELATA / � BOX SIZE (BY OWNER)/ 6 O.C./ 23 D , LP-2 I ; ••• , i t / + / e CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE/ MEDIUM 5 GAL/ 7' O.C./ 23 'D', LP-2 • t \ © CASSIA ARTEMISIOIDES FEATHERY CASSIA/ LOW 1 GAL/ 6' O.C./ 36 'D', LP-2 NORTH SALIAA GREGGII AUTUMN SAGE:/ MEDIUM 1 GAL/ 5' O.C./ 31 'D', LP-2 E o ++ •• •• • • : i • HESPERALOE PARVIFLORA RED YUCCA/ LOW 1 GAL/ 4' O.C./ 88 'D', LP-2 sc�LE + /+}+++ • II FOUQUIERIA SPLENDENS OCOTILLO/ LOW 15 CANES/ 10' O.C./ 10 'C', LP-2 + + ++ +++++ _�_ MACFADYENA UNGUIS-CATI YELLOW CAVS CLAW LOW 5 GAL . , REVISIONS • NO. DATE DESCRIPTION A'PR0 + + / / 2 G , D , LP-2 + + + '• ___.��.� BOUGAINVILLEA 'BARBARA KARST' BOUGAINVILLEA VINE MEDIUM 5 GAL ' ' ' ' +} ® +�+ / / 11 G , D , LP-2 NOTE: ALL SHRUBS AND GROUNDCOVERS PLANTED ADJACENT TO A X BUDDLEJA MARRUBIFOLIA WOOLLY BUTTERFLY/ LOW 5 GAL/ 6' O.C./ 8 'D', LP-2 SIDEWALK SHALL BE PLANTED WITH THEIR ON CENTER SPACING J8 `++* + + 00, DISTANCE FROM THE EDGE OF WALK, IN ORDER TO PREVENT ROSMARINUS OFFICINALIS TRAILING ROSEMARY MEDIUM 1 ' ' + + + ++ O +++ UNNECESSARY HEDGING. / GAL/ 4 O.C./ D , LP-2 HUNTINGTON CARPET o ® + +y + ® ® + ALL PLANT QUANTITIES ARE APPROXIMATE, AND PROVIDED FOR PLAN ® LAVANDULA ANGUSTIFOLIA ENGLISH LAVENDER/ MEDIUM 1 GAL/ 3' O.C./ 11 'D', LP-2 I / CHECK PURPOSES ONLY. t � � ® � -� ' Q PENSTEMON SPECTABILIS BEARD TONGUE/ LOW 1 GAL/ 3' O.C./ 17 'D', LP-2 I ® � Z ALL TRENCHES MUST BE PROPERLY COMPACTED TO AVOID SETTLING IN � TURF AREA. SOIL MUST BE WETTED AND COMPACTED 4" AT A TIME. ® / o BACCHARIS 'STARN THOMPSON' HYBRID STARN THOMPSON COYOTE BUSH/ LOW 5 GAL / 6' O.C./ 24 'D', LP-2 ® ' VERBENA PERUVIANA VERBENA/ MEDIUM LINERS/ 24" O.C./ 470 'E', LP-2 t LANTANA NEW GOLD NEW GOLD LANTANA MEDIUM LINERS/ ' 'Oak / ERS/ 6 O.C./ 160 E , LP-2 SOD 100% HYBRID BERMUDA APPROX. 17,015 S.F. - + + + + + OVERSEED BERMUDA DURING COOL ++++++++++ TEUCRIUM CHAMAEDRYS / SEASON WITH PERENNIAL + + + + + GERMANDER MEDIUM LINERS/ 24" O.C./ 500 'E', LP-2 E ENNIAL RYE. cuENr: cm o� PALM DESERT CITY OF PALM DESERT WILL ACCEPT TURF � ONLY 1F THERE IS 100% ESTABLISHMENT. JOB NAME: PALMA VILLAGE Nt7GHBORHooD PARK These plans have been reviewd by the Coachella Valley water DAM- 4/20/04 District in accordance with Water Code Title 7. .Division 1, Chapter DESIGN BY: nM EXISTING VEGETATION TO REMAIN; PROTECT IN PLACE. CONTACT LANDSCAPE SPECIALIST (760) 3, Article 10.8, Section 65597 et seq. requiring effient landscape and irrigation design in cooperation with the local governing agency DRAWN BY. ANH 346--0611 FOR SPECIMEN PROTECTION AND PRUNING. CHECKED �• nM ®®� INSTALL BOULDER. COLOR: CRESTA ROJA. DIST BY: SOUTHWEST BOULDER AND STONE (760) 342-5522 APPR BY: CITY OF PALM DESERT (City or County) JOB NUMBER: 021065 FILE NUMSER; Water Management i5-71 ARTIFICIAL NYLON TURF PUTTING GREEN (399N) W/ FRINGE BORDER APPROX. 3,850 S.F. oA ©A SHEET NUMBER: A (525PN). INSTALLED BY: ENVIABLE GREENS (760) 779-1397 OR PUTTING "r GREENS DIRECT (866) 743-4653, OR OTHER CITY APPROVED EQUAL. . MARK GREENWOOD, P.E. DATE 14 LP-1 RCE NO. 57989 EXP. 6/30/2006 CITY ENGINEER D ei pment S rvice supervisor 20 TOTAL SHEETS l Sy, l 3 L-12724 . NOTE: IF NEEDED P�P 50 TNAT * STAKE SINGLE TREES 24'BOX AND NOTE: - SMALLER.REMOVE NURSERY 5TAKES. PLANT SHRUBS MINIMUM OF 3' FROM >� :�•_ _ rye * IN TURF AREAS LEAVE A BARE AREA APPROX.4'AWAY FROM TREE BASE CURB IN MED IAN5, 2' FROM CURB/51DEWALK5 �IN ALL DIRECTIONS IN PARKWAYS ALL BACKFILL MIX FOR * DO NOT STAKE MULTI'S,LESS NEEDED ` DESERT TREES AND SHRUBS TO BE NATIVE DEPRE-55M WATERING BA51N • 5117E 501L ONLY. TO REMAIN OURIN6 PLANT OVER TIGHTEEN,ALLLO CINCH TIES EAW TR04)DO EE TO ESTABLISHMENT PERIOD. - I MOVE SOME a WHAT TO BUILD (LI CALIPER , 6:r# V ei�SACKFILL MIX PER SPECS. ;D46x Pto.ic vroacs lflf1�ART�lKT _ c.,� �•� SET ABOVE GRADE 2N TO 40 rs-M � w�PMA owe 21/i� LOD6E POLE FINE R ram TREE srAtcE(aEACru _ F---OCOTILLO FINISH GRADE F= nrol 04*1 s SET 2'TO 4'ABOVE GRADE PROJECT NAME DMIRESSM — � =!IIIII=IIIIII IIIIII=IIIIII= � � • MTMN&BASIN ArL PIZRf S REMOVE MOM TUIRX-AREAS DURING FINISH 6RADIN6. - -- ROOT ZONE PALMA VILLAGE 10 Do NOT �gA��(LLo THpA�N T 2u TO 3° >�P ►AEL.L =IIIIII IIIIII FfM15H GRADE NOT�TO BP LO!"JER T}f�N F1NI5Ff� _ NEIGHBORHOOD _IIIIII=IIIIII ,� 01111=IIIIII= IIIIII= BAGKFIL.L MIX PER SPECS. -s ROOT ZONE SEE SMIFICATI�. E NATIVE 501L BACKFILL IIIIII=IIIIII=IIIIII=IIIII IIIIII IIIIII= SET ON UNDI57UR3ED NATIVE SOIL PARKIIIIII. -�1(1=I =III�Ii— COMPACTED 50- =IIIII I � = NATIVE IAJDISTURBED SOIL �_ � � --- NATIVE UNDISTURBED 501E . 3X ROOTBALL FOR PLANT PIT SIZE REFER 4' TO V DIA P ELL _ PLANTING 3X ROOTBALL TO SMINCATIONS. UNDISTEIR1W NATIVE 501L ROOT BALL DETAILS • ' �A Tree PlantingPalm C Ocotillo Planting - � Shrub Planting �. 8'-12` 3 FINISH GRADE �- 12'PAST VINE BOTH 51DE5 TYR • • • • , = � �Sldi dRi11 jt -,III�'j IIIII • WALL ANCHOR AND SCREWSAlTf _..r II111= IIII I I I I'' Tyr. 18 6AW RE E GAL WI M�ssb-.-n lliitl II=111111- ALL CAVITIES AND VOIDS • • ARE TO BE BURIED 0 0 �OW sM�w SLOPED GRADE 0 0 0 .�► tU `OI 0 PREPARED UNDER TW DIRECT SUPOWt" OP -''�-- VARIES - - - FINISH GRADE ? f FUL.L'ON CENTER D15TANCE TO EDGE OF CURB, WALL OR PAVING y a a 0 �L ' 0 ` \ I 1 0 o_ III II=11�NOTE: LEVEL GRADE ALL CAVITIES AND VOIDS NOTE: ARE TO SE BURIED 0 � Date �! 1) SPACE GROUND COVER PLANTS PER SOULDER5 IN CLUSTER5 ARE 0 ��► �'1► THIS DETAIL ONLY WHEN PLANT TO 5E SET AT VARIED HEI6HT5 CENTERS ARE NOT SHOWN ON PLAN. (A0(003 VINE 2) TRIANGULARLY SPACE PLANTS TYPICAL `'RADE ON 01-ENTER SPACING. R.L.A. No. EXP. DATE DATE 5) PLANT SPACING TO LEAVE ENOUGH RooT BALL 2110 10-31-04 03-02-04 AREA FOR MATURE SIZE PLANTS. 12" MIN — DMECnOtt - CLEARANCE SPACE REWIRED. =III�II�11Iil=IIIII=IIIIII �_NATIVE W15TUR$ED 501L Illlfl= =(IIIII= E Groundcover Spacin F Boulder Installation G Vine Trel !sin SCA N.T.S Q D REVISIONS NO. DATE DESCW I KA APPRD • ah`h . s d 000 IlDOO CCM 2 RA Wlodd V Dcp In A�cNartloe APPRO BY: CITY OF PALM DESERT 61144 y MARK GREENWOOD. P.E. DATE RCE NO. 57989 EXP. 6/30/2006 CITY ENGINEER CLIENT: CITY OF PAW DESERT JOB NAME PAU" VILLAGE NEIGHBORHOOD PARK These plans have been reviewd by the Coachella Valley water DATE- 4/20/04 District in accordance with Water Code Title 7. Division 1, Chapter DESIGN BY: TIM 3. Article 10.8. Section 65597 et seq. requiring effient landscape DMWN-B,. ANSI and irrigation design in cooperation with the local governing agency CHECKED BY: TIM (City or County) JOB NUMBER: 021065 7 Z2 FILE NUMBED H J TA W er Mano a ent Speciors SHEET NUMBER: • � 13 LP=2 ?t0lopment Service Supervisor "TM 12 L 2725 GENERAL NOTES ELECTRICAL SYMBOLS LIST 1. VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS (ELECTRICAL, AND TELEPHONE) AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BtD. Q WALK WAY LIGHTING BOLLARD SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS, AREA LIGHTING POLE MOUNTED LIGHT FIXTURE. ACTUAL PHYSICAL LOCATIONS, AND WORK TO BE PERFORMED. 2. CONTRACTOR SHALL PROVIDE ALL TABOR, MATERIALS, INSURANCE, EQUIPMENT, - - GROUND B MOUNTED LANDSCAPE OR SIGN LIGHTING. L INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND BOLLARD LIGHTING FIXTURE PROPERLY OPERATING ELECTRICAL SYSTEM, 3. CONSTRUCTION TERMINOLOGY, AND THE STANDARDS AND ACCEPTABLE METHODS OF =01111- FLUSH MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. INSTALLATION REQUIRED BY THESE CONTRACT DOCUMENTS ARE BASED ON PUBLISHED SURFACE MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. STANDARDS OF N.E.C.A. (NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION), NATIONAL ELECTRICAL SAFETY CODE, AMERICAN NATIONALSTANDARDS INSTITUTE DOCUMENTS, NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, UNDERWRITERS LABORATORIES, METER PEDESTAL AND ELECTRICAL PANEL REFER TO SINGLE LINE DIAGRAM. AND THE NATIONAL ELECTRICAL CODE. SUBMITTAL OF BID INDICATES THE CONTRACTOR �T TRANSFORMER, REFER TO SINGLE LINE DIAGRAM. a IS COGNIZANT OF THESE STANDARDS AND THE REQUIREMENTS NECESSARY TO PERFORM ALL THE WORK AS SET FORTH IN THESE CONTRACT DOCUMENTS. FUSED DISCONNECT SWITCH - HP RATED WITH FUSES PER EQUIPMENT MANUFACTURER AND WEATHERPROOF AS REQUIRED. 4. ELECTRICAL CONTRACTOR SHALL COORDINATE AND PAY FOR ALL TEMPORARY ELECTRICAL SERVICE CHARGES WITH THE BUILDING 'DEPARTMENT, SERVING UTILITY, AND OWNER. -lilt GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED. ��""T 4 �ai Li�Gdlltt COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR TO (760)0) 46-BLIC WORKS DEP ARTMBtf 98 CONSTRUCTION. Q,b SINGLE POLE WALL SWITCH, +4$" A.F.F., SUBSCRIPTS AT SYMBOL INDICATE THE FOLLOWING Z - DOUBLE POLE P - PILOT LIGHT PA. PU 73�10 Fop yyAPo O�yE W DESERT,CA 92280-2578 TP 5. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE AND REFER elettone.(780)3�t t TO ARCHITECTURAL DRAWINGS FOR DETAILS, STRUCTURAL DETAILS, EXACT EQUIPMENT 3 - THREE WAY R - REMOTE CONTROL SWITCFarAND OUTLET LOCATIONS. ALTHOUGH NOT SHOWN, CONTRACTOR SHALL PROVIDE ALL 4 - FOUR WAY M - MOTOR STARTING SWITCH Fa J-BOXES, PULL BOXES, ELLS, OFFSETS ETC., FOR A COMPLETE CODE APPROVED INSTALLATION. FOOTAGE SHOWN ON ELECTRICAL SINGL K - KEY OPERATED RL - ROTARY LOCK KEY TYPE SWITCHE LINES AND RISER DIAGRAMS ARE FOR CALCULATION PURPOSES ONLY AND ARE NOT FOR BIDDING PURPOSES OR MATERIAL PB -PUSHBUTTON PRDJECT NAVEb,c, ETC.-IDENTIFICATION OF OUTLETS CONTROLLED AND NUMBER OF SWITCHES, TAKEOFF. ALL LOCATIONS OF EVERY OUTLET SHALL BE VERIFIED PRIOR TO ROUGH-IN. a a, LOCATION, 6. THE CONNECTION METHOD OF VARIOUS APPLIANCES IS SHOWN AS A RECEPTACLE, AND NOTE: ALL WALL SWITCHES CONTROLLING EMERGENCY CIRCUITS SHALL BE ENGRAVED PALMA VILLAGEIS FOR BIDDING PURPOSES. THIS CONTRACTOR SHALL COORDINATE AND PROVIDE, FROM WITH "EMERGENCY" ACTUAL SHOP DRAWINGS, THE CONNECTION SHOWN ON THOSE DRAWINGS. L=J 7. EACH CONDUCTOR. OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE PULLBOX, SIZED PER N.E.C. OR AS NOTED. CONCRETE WITH BOLT DOWN COVER.INDICATESNEIGHBORHOOD WEATH 1 WITH OSHA. ERT GH7 FLEXI BL 8. E CONNECTION TO EQUIPMENT. A-1,3,5 ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS R' - fill--b HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBER INDICATES CIRCUITS. GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITERSPARK LABORATORIES FOR THE USE AND ENVIRONMENT, AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF -- CONDUIT RUN CONCEALED, IN WALLS, FLOOR, OR ABOVE CEILING. THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS — '--"" CONDUIT RUN CONCEALED 36" MIN. BELOW GRADE, 3/4"C MINIMUM. ESTABLISHED BY A.N.S.I., U.L., N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' GEN. NOTES & RECOMMENDATIONS. X CONDUIT RUN EXPOSED 9. SUBSTITUTIONS OF SPECIFIED MATERIALS ARE IN ACCORDANCE WITH THE GENERAL ------ 3 CONDUIT STUB OUT, CAP & MARK. SYMBOLS LIST CONDITIONS. APPROVAL OF EQUAL MATERIALS PRIOR TO BID ARE BY WRITTEN ADDENDUM ONLY OR AS STATED ON THE PLANS. APPRgJED BY: 0� 10. SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF EL BRANCH CIRCUIT WIRING, 2 #12 IN 1/2" CONDUIT OR AS NOTED OR SYMBOLIZED ECTRICAL EQUIPMENT INCLUDING �--}�—"� ---� 1/2"C_6 #12 �G7T1' Of PAtM BUT NOT LIMITED TO: METER PEDESTAL, PANEL BOARDS, TRANSFORMERS, LIGHTING FIXTURES, i/2"C-3 #12 AND CONTROL PANELS AND TIME SWITCHES. ALL SWITCH GEAR FOR UTILITY METERED 1/2"C-4 #12 3/4"C-7 #12 SERVICES SHALL BE SUBMITTED BY THE CONTRACTOR, TO THE SERVING UTILITY, AND ""- 1/2"C-5 #12 't 'tilt"_ 3f4"C-8 #32 APPROVED PRIOR TO FABRICATION. 11. 1A LIGHT FIXTURE CALL OUT, "1A" INDICATES FIXTURE TYPE (REFER TO FIXTURE SCHEDULE), COUNTY, LOCAL CONTRACTOR O SHALLODES, O:S.H.A. AND THE PRESENTLY ADOPTED NATIONAL ELECTRICAL PERFORM HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, "100" INDICATES TOTAL FIXTURE WATTAGE. NUMBER ADJACENT INDICATES QUANTITIES.CAL CO CODE (N.E.C.). 10© 2 (NUMBER i5 SHOWN FOR BRANCH CIRCUIT PURPOSE ONLY, NOT FOR MATERIAL TAKE-OFF). 12. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE MECHANICAL EQUIPMENT CALLOUT, "AH" INDICATES UNIT TYPE AND "2" INDICATES UNIT PRESENTLY ADOPTED EDITION OF THE N.E.C., ART. #250, AND ALL APPLICABLE ARTICLES. r-2-1 NUMBER. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND FULL RATING. 13. PENETRATIONS TO'FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING AS 3 REQUIRED BY LOCAL ENFORCING AGENCY. DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET NUMBER. 14. CONDUCTORS SHALL BE CODE GRADE, 600 VOLT CLASS, COPPER, MARKED 24" ALONG IT'S ��� t�j LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND SIZE. 2 PLAN NOTE REFERENCE, wr0, r,E. - CONDUCTORS SHALL BE TYPE "THWN" (WET) OR "THHN" (DRY). DELIVER THE WIRE TO THE Cott �$ RCE No TE CA SITE IN UNBROKEN PACKAGES. ,4 QREVISION REFERENCE 15. ALL JUNCTION AND PULL BOXES'SHALL BE SUPPORTED PER N.E.C. ART 370. SIZES SHOWN ARE FOR BIDDING PURPOSES ONLY, SIZE BOXES PER N.E.C. FOR CONDITIONS CO CONDUIT ONLY; WITH PULL ROPE.OF PULL ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. TFIE DIRECT SuPOMMm OF. MH MOUNTING HEIGHT 16. CONDUIT SHOWN AS EXPOSED OR APPROVED FOR EXPOSED INSTALLATION SHALL BE WP WEATHERPROOF, NEMA 3R INTERMEDIATE METALLIC CONDUIT, I.M.C. SECURED WITH TWO HOLE MALLEABLE PIPE - SC�D STRAPS AND SCREWS. ALL BOXES AND FITTINGS SHALL BE SUPPORTED AND SECURED IN PROVIDE FURNISH, INSTALLED AND CONNECTED, COMPLETE. WL E COMPLIANCE WITH N.E.C. ARTICLE 370. A; CONDUIT SHALL BE INSTALLED CONCEALED WHERE GFCI GROUND FAULT CIRCUIT INTERRUPTER �� �• PHYSICALLY POSSIBLE. IF VIEWED BY PUBLIC, APPLY TWO COATS OF PAINT TO MATCH ,` y SURFACE TO WHICH IT IS ATTACHED. EM EMERGENCY 17. P.V.C. CONDUIT, WITH CODE SIZED GROUND, SHALL BE USED UNDERGROUND ONLY, IF NL, NIGHT LIGHT c� APPROVED BY LOCAL CODE. INSTALL MIN. OF 36" BELOW GRADE AND PER LOCAL CODE REQUIREMENTS. ALL CONDUIT SWEEPS AND RISERS AND STUBS ABOVE GRADE SHALL BE C CONDUIT RIGID STEEL ROUTE UNDERGROUND CONDUITS AROUND PROPOSED BUILDING LOCATIONS. ADA AMERICANS WITH DISABILITY ACT ��� Oahe �Q PROVIDE RED, METALLIC VOLTAGE WARNING TAPE AT 12" BELOW GRADE OVER ALL UNDERGROUND ELECTRICAL CONDUITS- E/G EQUIPMENT GROUND (GREEN) N18. ALL CONDUIT ONLY (C.O.) SHALL HAVE A 3/16" PULL WIRE OR ROPE. (E) EXISTING TO REMAIN C A` 0 19. USE ONLY COMPETENT AND SKILLED PERSONNEL AND PERFORM ALL WORK, INCLUDING (ER) EXISTING, TO BE REMOVED. AESTHETIC AS WELL AS ELECTRICAL AND MECHANICAL ASPECTS TO STANDARDS UG UNDERGROUND R.L.I. NO. EV. DATE WITH THE BEST PRACTICES OF THE TRADE. 2110 10-3t-04 07_16-03 CONTROL SECTION SHALL HAVE A GEC GROUNDING ELECTRODE CONDUCTOR E 0 20. PROVIDE MAIN UNDERGROUND PULL SECTION, METERING, MAIN DISCONNECT DEVICE, 0• o MACHINE GRADE PLYWOOD BACKBOARD & DiREcno�t o `�` DISTRIBUTION SECTION(S) AND BRANCH CIRCUIT LOAD CENTERS WITH RATINGS, N.E.C. NATIONAL ELECTRICAL CODE JMAanginears %n� COMPONENTS AND FEATURES IN STRICT ACCORDANCE WITH THE SERVING UTILITIES ANDNEMA 3R 1 120VAC (15A) DUPLEX RECEPTACLE.CODE ENFORCING AGENCY, ELECTRICAL DRAWINGS AND SPECIFICATIONS. THE MAIN U.O.N. UNLESS OTHERWISE NOTED 3 Twelfth Stroet, Suite.B o SWITCHBOARD AND DISTRIBUTION PANELS CONSIST OF A COMPLETELY ENCLOSED SELF Riversioe, Ca/ifomio 92501 0 SUPPORTING FLOOR STANDING STRUCTURE. PROVIDE METER PEDESTAL/PANEL. PUBLIC Te/.909 787-1957 Fox9o9 787-8s02 UTILITY PRODUCTS SERIES US PIL W/ Project Number- 03-838 21. PROVIDE ALL LAMPS, HANGERS AND SEISMIC SUPPORTS PER UNIFORM BUILDING CODE, 24 SPACE FOR (1) 4-CHANNEL, ELECTRONIC . Contort Name:_C S JENNtNMNOM INa LENSES, ETC., FOR A COMPLETE LIGHTING FIXTURE. PROGRAMMABLE TIMER. PARAGON aW vi coI 22. WHERE IT BECOMES NECESSARY TO DRILL INTO OR CUT THROUGH ANY EXISTING FLOORS, 6 #EC74SERIES, 4 3OA-4P LTG. a n WALLS OR CEILINGS TO PERMIT THE INSTALLATION OF ANY WORK UNDER THIS CONTRACT, _ _,_ CONTACTORS, (1) 120VAC RECEPTACLE ` OR TO REPAIR ANY DEFECTS THAT MAY APPEAR PRIOR TO THE EXPIRATION OF THE AND (1) T1 CONNECTION. AS NOTED m0 WARRANTY, SUCH CUTTING AND PATCHING SHALL BE PERFORMED BY TRADESMEN — / w o"tc EXPERIENCED IN THE WORK REQUIRED. CONTRACTOR SHALL PAY FOR ALL COSTS 10QA METER .SOCKET RIVERSIDE PUBLIC REVISIONS_ REQUIRED FOR CUTTING OR REPAIRING. ALL FINISHES SHALL MATCH EXISTING OR NEW Z 00 "� 24 CIRCUIT PANEL j ADJACENT SURFACES. UTILITIES 120/24OV., 10, 3W WITH TEST m BLOCK. No. El tm R► No. DffE oEsc�libN A / 0 Bap, 6/30/04 23. CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER, CONTROL WIRES, CONDUITS AND 00 oN ".'TLETS TO RENDER IRRIGATION CONTROLLER OPERATIVE. REFER TO MECHANICAL. �Z TRT �Q• ,1) ¢ DRAWINGS FOR CONTROL SCHEMATICS. 0 0 91 100A MAIN CIRCUIT BREAKER '9T o 24-CIRCUIT BRANCH PANEL OF, N Q U) INSTALL DETACHABLE PAD MOUNT SLEEVE 0 1 IN CONCRETE. N I j I 1 6 E,/G FINISH GRADE. # 1 1 I I rL I i tt— 1 1 ';' I #3 REBAR I IJ CAGE II II i i i Ali g _ 0 a O c- ; 'e v J a J ]L ci ci c CIJIM: CITY OF PALM DESERT PROVIDE 3" C.O. TO R.P.U. SERVICE Joe PALMS NFJc�IBORraoD PAW PULLBOX. INSTALL PER UTILITY BRANCH CIRCUIT CONDUITS. COMPANY REQUIREMENTS. SEE SINGLE LINE 4M A m"tin A>ran�. DATE 5/04/04 w w DESIM BY: CFJ 5/8" x 10' COPPER GROUNDING CA OQtiOd 0 0 ROD. PROVIDE EXOTHERMIC WELD DRAWN BY: Cw PROVIDE CONCRETE BASE. 2000# 0 M TO PEDESTAL GROUND BUS �oo Joe NUMBER 0 0 BOUND TO PAD REBAR. PROVIDE RG MIN OF (1), MAX OF (3), MANUFACTURER. VERIFY EXACT SIZE 28 DAYS PER REQUIREMENTS OF 10011 aeTlo CHECKED BY. 021065 FOX , FILE NUMBED N N OF FOUNDATION. PRIOR .TO ROUGH-IN, BONDED TO ACHIEVE 25 OHMS .- OR LESS. rn rn /Vaolfrwo�lar�paom SHEET NUMBER: MP" SCALE METER PEDESTAL DETAIL D�SIGM GROUP 16 Eml N.T.S. 2osHE��rs'� . l Z 5"q- �' SINGLE LINE DIAGRAM NOTES: t� FOUR CHANNEL ELECTRONIC TIME CONTROLLER PARAGON ELECTRIC No. EC74 SERIES CONTROLLER WITH PHOTO CELL. `= 30A RATED 4-POLE LIGHTING CONTACTOR REFER TO CONTROL DIAGRAM FOR WIRING AND QUANTITY INFORMATION. 3/4"C. w/ 2 #12 & 1 #12 E/G (CONTROL POWER) i �4 REFER TO CONTROL DIAGRAM FOR FURTHER DETAIL. REFER TO PANEL SCHEDULE AND SITE PLAN FOR CIRCUIT NUMBERS, CONDUIT AND CONDUCTOR REQUIREMENTS. (� L:1leeent PUBLIC WORKS DEPARTMENT 73-510 FRED WARING DRIVE PALM DESERT,CA 92260-2578 Telephone:(760)346-0611 Fax:(760)341-7098 METERED PEDESTAL "MP": 120/40VAC_10,3W 3R r----•—r---^.-—-—-—- - -r- -—-—-—- --I—•-------------- � PROJECT NAME: UGPS ! METERED SEC. DISTRIBUTION CONTROL SECTION 3 � 1 PALMA VILLAGE +120 VAC - - M NEIGHBORHOOD1 N PANEL ¢ TO ELECTRICAL LOADS INCLUDE PHOTO CELL i � 100 A � "MP1" O (SEE SITE PLAN & PANEL SCHEDULE) (INTERGRATED w/ TIME CLOCK) ! 2 P PARK 1 _ I I I I ! P -;---PROVIDE (1) 120VAC--1st SINGLE LINE M1 ' GFCI DUPLEX RECEPTACLE. 5A CLOCK CIR NO. 2 i ! S 1" STUB FOR (SEE CONTROL DIAGRAM _ FUSE ; / - - I CONVENIENCE POWER i FOR PROPER WIRING AND DIAG RAM HOLDER PARAGON EC74 CIR NO. 4 - s Ul veil - TO WALKWAY L,__ ..�1._._:..- ----..__.r..-------.'i-------------i-----------._..._! CIR NO. 13 FIXTURES 2A (SEE E-3) (1) NEW 4" C.O. SEE DETAIL 1 APPROVED BY: IRRIGATION CIR N0. 15 CITY OF PALM DESERT (CONTRACTOR SHALL VERIFY CONTROLLER UTILITY REQUIREMENTS) FUSE W/ HOLDER (4-POLE) TO UTILITY LIGHTING SECTION 1. TIME CLOCK LIGHTING CONTACTOR 1. Od M1 L-----J M2 CHANNEL 1 CIR NO. S PANEL CIR NO. 8 TIME CLOCK "MP1" TO WALKWAY, -—_—- LIGHTING CONTACTOR 2. CIR NO. 17 PARKING & —Auto—; M2 CIR N0. 19 CANOPY FIXTURES -—----� -► (SEE E-3) 1A� Agav "PAL CHANNEL 2 CIR NO. 21 R c E w0. TE DA (4-POLE) ` TIME CLOCK LIGHTING SECTION 2. LIGHTING CONTACTOR 3. PREPARED UNDER THE DIR£CT SUPERVISION OF: M3 L-------1 ►�1 CHANNEL 3 M3 CIR NO. 5 �Q` lnSCA TIME CLOCK CIR N0. 7 TO �► n -'° BASKETBALL, Od - M4 (i CIR NO. 9 VOLLEYBALL L----_� I CIR NO. 11 LIGHTING CHANNEL 4 SPARE (4-POLE) Deft LIGHTING SECTION 3. 9�F �F C E , A� a N O rri RLA ND DV. DATE DATE i '�� 2110 10-31-04 07-16-03 �r Ad 0 s dRECiI°" JDSAengineers inc. 0 J780 Twelfth Street, Suite.B Te1.909 787-1957 Fox.909 787-8502 r� o Riverside, California 92501 N Project NumberTM : CHRiS JENNNGS N 3 PANEL "�1IP1" LOCATION: METER PEDESTAL Contact Nome 120 240 v., API•#.,3W. o v MAIN: LUGS ONLY BUS RATING; AMP a v PNL&DEVICE MIN A.I.C. RATING: 10,000 MOUNTING: SURFACE 00 LOCATION 1 I� t r�3 t VOLTAMPS AS NOTED I VOLTAMPS sD u s� r� 0 SCALE. O A O B 5 it 2 0 m A B m 15 2 W 0 A 0 B LOCATION 3 cc) 1 1 2 12V 2 14 880 WALKWAYRESTROOM BUILDING 5995 ter , t REVISIONS 15 995 3 2 2 4 - 880 1 N 2 BASKETBALL 930 riF ,, 4 5 2 - 2 6 14 880 (� r� opt a f. WALKWAY tss No. E73883 T'► NO. DATE Of9CRPTION APPRD .x 556-�. !.'r.. o +i 20 VAC f F� � s. 930 - 7 2 - 2 8 - H�r• SN £u31i 6/�/� .'`; 9 0 , O VOLLEYBALL 930 �`r � � 4 9 - 2 10 1 1,000 si ti.FOUNTAIN o �o 930 - 11 ' 2 s- 2' 12 - fi ^ r : 000 CAA- WALKWAY 630 - o u°i 0 * Fy }tr Air; 14 630 - 15 2 - 116t A N O WALKWAY 630 N m ' y % 6 17 2 - 1$ e 630 - 19 2 - 20 VI U v v> _ � �� �XS,:i„;i 5 21 20 - 22 PICNIC/SHELTERS 500 n'�y'"..:.. IRRIGATION CONTROLLER 200 23 20 -( _ 24 rtl. - 26 O y :`` 25 t of cn 2 27 28' A. 29 30 _ v xr tip; 31 32- �Mrr v f t > � ��a YNs�� 33 34 a a'�yni 35 - 36 'x .J yCy.: —I38 U z :; ; 39 40 c c 4r;,t :a 1� r 42 SmallCLIENT- CITY OF PALM DESERT VA SUBTOTALS: 1 9,6151 91315 2,760 2,7601 NAME PALMl1 VILLAGE NEIGHBOR►q PARK v VA TOTALS: I O A: 12,37 fry B: 12,0751 460 9oclllon ANGMS DAB 5/04/04 c NO ES: DESIGN BAY: w w TOTAL CONNECTED VA = 24,450 VA 1 VERIFY ALL REQUIRMENTS WITH EQUIPMENT MFR. PRIOR TO BID CK sm CFJ Q a LCL: VA @ 25% = VA DRAWN BY: CW CHECKED BY: 0 0 - VA PROVIDE 1 &2 POLE RELAY WITH COIL CONTROL TO AN ELECTRONIC PROGRAMMABLE TIME RIG TOTAL PANEL LOAD = 24,450 VA SWITCH,4 CIRCUI ;BASKETBALL, VOLLEYBALL, 112 WALKWAY+PICNIC, 112 WALKWAY JOB NUMBED 021063 FEEDER AMPS = 101.9 AMPS oN N Am 00N 880 40M FILE kUTABER: - I At� I �M,+ oal�a4oan SHEET NUMBER: U U a t C D4s�l� 4�OUP 0 0 SCALE SCALE IOU CONTROL LOGIC DIAGRA M N.T.S. PANEL SCHEDULE SI�.GLE LINE DIAGRA M 17 E-2 N.T.S. 20MTA_ SHEETS 'F 14. 20" 25.E a. EPA = _ WT = 54 LBS ei:r# d EPA 1 01 WT - 3 1 LBS 8"-0" ALUMINUM CAP. PUBLIC WORKS DEPARTMENT 73-510 FRED WARiNG DRIVE LUMINAIR PALM DESERT,CA 92260.2578 E & POLE BY pJedw":(760)34643611 ...�.--PARA80LIC REFLECTOR. . EMCO LIGHTING Fax:(760)341-70se "HARD TOP" LUMINAIRE - PROJECT NAMIE: BY GARDCO. SEE CAST ALUMINUM LOUVERS LIGHTING FIXTURE HELD INTERNALLY WITH SCHEDULE. CONCEALED RODS. VI Q �. E 4" ROUND STRAIGHT 100W. METAL HALIDE I ILL -HL Y 5" ROUND STRAIGHT NEIGHBORHOOD ;n STEEL POLE LEXAN LENS. STEEL POLE 1 S W.P. HANDHOLE 1 RODS. mK M -j W.P. HANDHOLE BOND GROUND BALLAST 0 +T CONDUCTOR TO DETAILS I - � - BONA GROUND POLE. NI CONDUCTOR TO BUSH END ALUMINUM HOUSING—BLACK FINISH. POLE. FIXT, SCHED BUSH END BOLT COVER z. APPROVED BY: (4) 3/4" X 17" X 3" ANCHOR BOLTS. /---CAST ALUMINUM BASE. BOLT COVER a1Y OF PALM DEEM FINISHED GRADE. (4) 3/4" X 17" X 3" ANCHOR BOLTS. CHAMBER EDGE _ o a iv 10 �--CHAMBER EDGE FINISHED GRADE _ - ,- •'�.. - - - FINIS —I I f-1 i II I I1 I:''�`�= r —•-►''., ! FINISHED_.�_•. :„ -,..�,:�- 1=III--111i I1=' ,•., GRADE _ i —i i =I �•�`�' {�`?`,��I =1I1=1I1=III— '' ANCHOR BOLTS.c v X 12 1 �`�=�••�- z 1=1 # T I R OUND ANCHOR BOLTS# o AROUND ANCHOR BOLTS #3 TIES 012 O.C. z C14CONCRETE BASE AT -j, �3 TIES12"4- 5 BARS VERTICALLY 000 LBS 0 28 DAYS. 4-#5 BARS VERTICALLY ya ft-10-ALLYSPACED RADIALLY e. ►I 1=1 I t t I I I-- _ EQUALLY SPACED RADIALLY Rc.E. NO. -,�---�-- � '= �— 1'1-0" ELECTRICAL CONDUIT g zto �... MIN. 1$" BELOW GRADE. � PREED MiDER TxE DusEcr SUPEt2N5gN OF., PAR-. r 2 3 TIES AROUND # ND ANCHOR BOLTS g v¢ ELECTRICAL CONDUIT "#2 TIES 012 •t.,;: : O.C. MAX .'•"•t` SEE PLANS BARS VERTICALLY Q C� EQUALLY SPACED RADIALLY I ELECTRICAL CONDUIT +� iv r `� 2'-0" SEE PLANS ._ WALKWAY SCALE SCALE 9� °°�' � AY LIGHTING DETAIL N.T.S. 3 WALKWAY LIGHTING DETAIL SCALE F o N.T.S. 2 SPORTS AND AREA LIGHTING DETAIL �F cA�.�F N.T.S. 100 E 0 R.LA N0. EXP. DATE Drn 2110 10-31-04 07-16-03 SCHEDULE DOECllo gireers inGLIG - TNG EIXTUJDSA!anRE 3780Twelfth Stret, _ Suite.B Riverside, California 92501 • c Te/.909 787-1.057 FOX-009 787--BW2 N O v DEUMTM Protect Number. 03-8w # 0- 10 L.AMM VOLTS MANt�ACTUFiER M Contact Nome: PoS JENNINGS � 0 W CATALOG ouwm c^ NO. WATTS TYPE rn 00 3 / SCi1LE: . ,q WALKWAY LIGHTING FIXTURE, VANDAL RESISTANT 1 150 HPS 240 EMCO ERP-20-1-0-150HPS-240-CTBS O AS NOTED W � 3 �I B10 ANSI TYPE III DISTRIBUTION. KNISH COLOR PER ARCHITECT. EMCO _ SRS_ _15-4.0 D1-CT8S REVISIONS N 1$ BASKETBALL. VOLLYBALL LIGHTING 1 400 MH 240 EMCO ECA2313V/1000MS/HSS � No. E13ti83 r'1 NO. DAIS / 295 (� P• / / DE9CRp'M APF jp EMCO SRS-25-4.O-D 1-CTBS s Ex 6 o 0 2B SAME AS 1 B EXCEPT PARKING AREA LIGHTING, 1 250 HPS 240 EMCO ERA-25-1-3H-250HPS-240-CT OF IO Qj 210 LAMP WATTAGE AND MOUNTING HT. I 1 C o j EMCO SRS-20-4.0-D1-CTBS • SAME AS 18 EXCEPT TWIN MOUNT LUMINAIRES. 1 400 HPS 240 EMCO ECA2313V/1000MS/MSS v c0 3B EMCO SRS-25-4.0-D2-CTBS '- 0 0 1C VANDAL RESISTANT SURFACE MTD FIXTURE ON PICNIC 1 100 J HPS 120 KENALL H1'212D-C-DB-I0OS-1-120 1 142 SHELTER. DARK BRONZE STANDARD FINISH v> 4 3 SAME AS 1C EXCEPT LAMP H1212D-C-DB-100S-1-120 1 v 2C 1 150 HPS 120 KENALL 0 0 y 1-J J WALKWAY LIGHTING FIXTURE, VANDAL RESISTANT BOLLARD 70 HPS 240 KIM VRB2C-100HPS-240-BRN-C/DB-P gp BROWN CONCRETE BASE WITH BRONZE LUMINAIRE TOP 2 N 41 CLIENT. 5 CITY OF PALM DEERT w W 400 IN cam JOB NAME' PAa AA WIAGE NEIGHBONiM LARK hAns DATE. 5/01/04g' a a Q VERIFY EXACT MOUNTING HEIGHT AND LOCATION WITH ARCHITECT AND STRUCTURE FABRICATOR PRIOR TO ROUGH—IN. COLRD. W/ STRUCTURE MFR. DES BY; FVVM CA 92606 o a DRAWN BY: , cw C14 N S !l�8�00 CHECKED BY: JOB NUMBER: 02lO1i5 Fax 00 80940M FILE NUMBER: a+ rn ohhDdAMweoaewro�lac4opn SHEET NUMBER: - D�S16N CROUP - 18 Em3 HSH TEETS� 12Tq. 17 + MP 1,3 CONN AS REQ 0 MODULAR J OOj�}}'�'� vQ� vem4 + RESTROOM BLDG ELECTRIC PANEL `�""7'1-1/4-C, 3 #2, 1 #8 E/G. PUBLIC WORKS DEPARTMENT/ 2,4 PALM DESERT,CA 92280-2578 Telephone:(700)346-M1 ® } / \\ / ✓ 2 2 Fan (78O)341-7i98 ®/ O \\ / / ✓ 2 �- `� PROJECT NAYS / } 13,1 \ / ' \ / 2'4 � ,8/ _ 2,4 _ PALMA VILLAGE \ / / CO TO NEI ,8 GHBORHOOD 2 \ / 4 / \ u � � \ / 3 4 02,4 ,4 PARK x7,19 \No 2.4- \ � � � 2 \ 4 2 2.4 1 4z ELECTRICAL 2 / 3 4 ` ` 1 / SITE PLAN 0 +2 } \ '� / \ ♦'� \(ORDINATE TH / 6,8 / �l \ P / FABRICATOR �T I INSTALL CONDUC S 6,8 6,8 APPROVED N DESERT// + PA . \ IN TUBUbAR STEEL / 2,4 \ FRAMING POF INSTALLATION. kOND J ®® GROUND TO / / ♦ \ / 17,19 / / 17,1 STRUCTURE. TYPICAL, 4! 6 8 2, \ ` \ t ♦ 200 \ 1 ,12 1 C. 4 #10. 3 #8, x 2 1 \ ` A#� E/G & 1"C.O. 2,4 2 2,4 / ♦ / () 21 / / ♦ / >c ( 2 , ✓ ctry '314403M. l I 1 `--�-I 13.1 ��' 1 B 7 .� / �-- D X/ R.c.E a P. �1E" Do•. 465 4 �\ l X:i , NP 9a / ool 3 / '` �� 5?`f�i 6 3o ICC 15 04 / x PREPARED UDDER THE D8£cr suPEwmm OF. 3 2 � / // / -► PNL,�MP�1 7 9,11 } O ♦ / UTILITY COMPANY CONTACT h O 2 / SCE PALM SPRINGS DISTRICT// 7 PLANNER: R M HOOVER E / / 1 T / DWG# 6779-7178 0. �J / 38 / 142 ' fr ♦ / / p / R.L.A. NO. ExP. DATE DATE f 6 10 2110 10-31-04 07-16-^Y_ 8 9 ' DIRECTION: 0CL N x 17,19 // rr r M 1 15 .7 17,19 IDSAeenggii-n e S Inc �- 9,11 '" 3780 Twelfth Street, Suite. / B / y 21, 1-1/4 C., 11 Riverside, California 92501 >1 " � � 0, 1 # 10 E/G rei•909 787-1957 F4ax.•909 787-8602 0 ' r . Contact Name:CHRIS JENNMGS TM 0 Project Number. 03-&% N 3 x / 13,1 5 / 0 v I 0 W / �4 ELECTRICAL PLAN NOTES: I / AS NOTED 00 00 to 5 \ O 3/4"C. 2 #10, 1 #10 E/G. REVISIONS ' / ' / N0. DATE DES�R1oN APPRD w + l� 3/4"C. 4 #10, 1 #10 E/G. No. E13M m '` \ / o ` /04 1"C. 4 #10, 3 #8, 1 #10 E/G. 6/� r%) 17.1 000 Coll x 13,15 \ + L:J 1 1/4"C.O. �F� D i (n o / / ` 1"C. 6 10 1 #10 0o x 0 U ' 1 \ // Q.1"C. 10 #10, 1 #10 E/G. � 1 _ + 11 - 1 / �7 EXTEND (1) 3" C.O. TO TRANSFORMER PAD, INSTALLED PER UTILITY x ( \ -- \ 5 / 0 COMPANY REQUIREMENTS. v v. / I \ / + / ® (1) 4" C.O. INSTALLED PER UTILITY COMPANY REQUIREMENTS. � / x O I C ' // + / O PROVIDE A 48" BY 54" TRANSFORMER PAD INSTALLED PER UTILITY ` o 13,15 / / COMPANY REQUIREMENTS. V) x 5 0 10 EXISTING 3'X5' PULL BOX. fl '0 \ ` P ✓ /+ f / / CLIENT- CRY OF PALM DESERT WP x x /x vi J �46 Bookton I�aM DATE.NAME: PALJMlA VILLAGE NEIGHBORHOOD PARK (D 235/04/04 DESIGN BY: CFJ a� c � v+ o, / `� ' / N. TO IRR. ��CA » DRAWN BY: CW CONTROLLER CHECKED BY. RG JOB NUMBM 021065 Fox 00� FILE NUMBER: N 0 SHEET NUMBER: 0. a SCALE D�)IVM �QOU� 19 Em4 0 ELECTRICAL SITE PLAN 1" = 20'-0" 1 12 SOW- 19