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HomeMy WebLinkAbout6th St Parking Lot f GENERAL N OTES: CONSTRUCI'910N NOTES AND QUANTITY ESTIMATES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA TO THE SATISFAC- � O1 -- CONST. 3" A.C. OVER 6' A.B. (SEE PAVEMENT PLAN) 35083 S.F. TION OF THE PUBLIC WORKS INSPECTOR AND RELOCATION COSTS OF ALL EXISTING UTILITIES. CONTRACTOR MUST INFORM '!HE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO.BEGINNING OF CONSTRUCTION AND 2O- CONST. 3.5" A.C. OVER 8" A.B. 320 S.F. SCHEDULE APRE-CONSTRUCTION MEETING BETWEEN PUBLIC WORKS INSPECTOR, PROJECT ENGINEER, SOILS 3�- CONST. 6 1/2" P.C.C. (520-C-4000) OVER 95% RELATIVE COMPACTION PER GEOTECHNICAI, REPORT ENGINEER AND THE CONTRACTOR. PHONE (909) 694-6411 DATED OCT. 25, 1995 (SEE PAVEMENT PLAN) 4794 S.F. 2. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, A5 AMENDED BY ORDINANCE #457. O4 - CONST. 6' ROLLED CURB PER OLD TOWN STD. DETAIL 18 & PER DETAIL SHOWN HEREON 909 L.F. OIR5 CONST. CURB TRANSITION PER CITY OF TEMECULA STD. 210, L=10' (SEE PAVEMENT PLAN) 10 L.F. 3. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL BE A MINIMUM F 6�-- SAWCUT AND REMOVE EXISTING A.C. PAVING 2538 S.F. OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 7 CONST. CROSS GUTTER &/OR SPANDREL PER CITY OF TEMECULA STD. 209A & 2098 (SEE PAVEMENT PLAN) 2406 S.F. 4. MAXIMUM CUT AND FILL SLOPE = 2:1. �- TRASH ENCLOSURE PER LANDSCAPE ARCH. PLANS 1 EA. rr E G f� 9 -- CONST. WOOD BOARDWALK PER LANDSCAPE ARCHITECT'S PLAN 2980+/- S.F. 5. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. SIX H S rRE r ]PARKIN P R 0 J Cr 10 INSTALL 4' P.V.C. SEWER LATERAL 172 L.F. 6. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY 11 INSTALL 4�' SEWER CLEANOUT PER E.M.W.D. STD. SA-90 2 EA. THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 12 INSTALL 1 1/2" WATER SERVICE, METER & BACKFLOW PREVENTION DEVICE PER RANCHO CALIF. FILLS OVER 1' DEEP. WATER DIST. STD. N0. RW-14 & RW-18 1 EA. 7. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING DEPARTMENT WRITTEN 5 �� 13 SAWCUT AND REMOVE EXISTING CURB &/OR GUTTER 106 L.F. CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 14 REMOVE EXISTING A.C. BERM 593 L.F. 2670 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION Q 15 CONST. HANDICAP RAMP PER CITY OF TEMECULA STD. 403 9NOPER f/,s3�/O/GA�17.9ti/PO�>.9/G ,f/E,Q�O�t/(�P9�/ErfilE�f/1PG9,f/J 6 EA. OF CUT AND FILL SLOPES. 16 SAWCUT AND REMOVE EXISTING SPANDREL 472 S.F. 8. ALL GRADING SHALL BE GONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTI- 17 REMOVE EXISTING A.C. SIDEWALK 3608 S.F. GATION BY INLAND FOUNDATION ENGINEERING, INC., DATED OCT. 24, 1995. TWO SETS OF THE FINAL COMPACTION 18 INSTALL 8"X8" RAILROAD TIE CURE PER OLD TOWN STD. DETAIL 19 (SEE LANDSCAPE ARCH. PLAN) 1010 L.F. REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 19 HOT TAP CONNECTION PER RANCHO CALIFORNIA WATER DISTRICT 3 EA. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOM- MENDATIONS OF THE PRELIMINARY SOILS REPORT. I 0�- CONST. CROSS GUTTER PER CITY OF TEMECULA STD. 209A, MODIFIED TO 4' IN WIDTH (SEE PAVEMENT PLAN) 320 S.F. r n�� I #v*%_o* 15 L.F. 111DITICE v9. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING � � ^" 11.0v� '��, 1 EA. FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT n23yFINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6400 -- CONST. 4�0 P.C.C. SIDEWALK PER CITY OF TEMECULA STD. 400 (SEE PAVEMENT PLAN 1125 S.F. `ARK�%BC 114�JOVHT . 4190X�FLU�H���B�9��A�,�o��r�e��R.PA�!�,yo CAGi��r%gr�P 9192 5�70. �Yo. I�v-11�✓ 1 EA. 10. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN \ 3' IN VERTICAL HEIGHT SHALL 6E PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM �__`"' 25 ���ltiy/7E PA��Y/�f/� SOT S�T.4�L ST.P/r�'/NG --�-t ���fl L.F. EROSION AND INSTABILITY IN ACCORDANCE WITH ORD. N0. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INSTALL BOLLARD PER O�'7A/L O/l/ Si/7. �'-� 16 EA. 27 CONST. HANDICAP RAMP PER DETAIL ON SHT. C-3 (SEE PAVEMENT PLAN) 4 EA. 11. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, o-- CONST. C.M.U. RETAINING WALL PER DETAILS ON SHT. C-6 278 L.F. TOPSOIL AND OTHER DELETERIOUS MATERIAL. w 29 CONST. C.M.U. PILASTER PER DETAILS ON SHT. C-6 27 EA. 12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES w �---CONST. BOARDWALK HANDICAP RAMP. USE BOARDWALK DETAILS PER LANDSCAPE PLANS, MODIFIED TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING OF WATER AND DAMAGE TO FOR RAMP WIDTH ADJACENT PROPERTIES. 13. DUST SHALL BE CONTROLLED BY WATERING OR APPROVED METHODS. (/�I I EARTHWORK QUANTITY ESTIMATE 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC 1 �-- ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN BUILDING r I W CUT - 1 ,553 CU. YDS. FILL - 501 CU. YDS. ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, 'THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. PAD k � THE ABOVE QUANTITIES DO NOT REFLECT ANY SHRINKAGE, SWELLING, SUBSIDENCE, OVER EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY 15. FINISH GRADE SNALLL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A SOILS REPORT AND ARE FOR ,REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER MINIMUM OF 3 FEET. � I V� CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING 16. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 0 _ RESTROOM BUILDING , OPERATIONS, NOR 'CAN THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK 7 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY � QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN CONSTRUCTION GRADING. V.. EARTHWORK QUANTITIES FOR BIDDING, CONTRACT, AND CONSTRUCTION PURPOSES. IF IT APPEARS THERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL, THE CONTRACTOR MAY 18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE CONTRACTOR AND THE ENGINEER [ NOTIFY THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. TO ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PR0MPLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 19. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF ALL QUANTITIES, AND SHALL BE RESPONSIBLE FOR CONSTRUCTING THE SITE TO THE LINES AND GRADES SHOWN REGARDLESS OF THE QUANTITIES OF MATERIAL - - - (� PRIVATE ENGI 'N" EER'S NOTES TO CONTRACTOR ACTUALLY MOVED, AT NO ADDITIONAL COST TO THE OWNER. 6th STREET 20. ALL A.C. AND CONCRETE PAVEMENT AREAS TO BE OVER-EXCAVATED A MINIMUM OF 12" AND RECOMPACTED TO 95 � RELATIVE COMPACTION PRIOR TO PLACEMENT OF BASE AND PAVEMENT. ALL SITEWORK TO BE COORDINATED WITH W THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE ARCHITECTUAL PLANS BY GUALDA & ASSOCIATES, AND LANDSCAPE PLANS BY I.D.L.A. .......... PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAU- 21. TOPOGRAPHY FOR THIS PLAN WAS COMPILED BY FIELD SURVEY PREPARED BY WE6B & CARROLL ON SEPTEMBER TIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWLJV GS. THE CONTRACTOR FURTHER 20, 1995. CONTOUR INTERVAL: 0.5' SI �j '� /� ''"�� ASSUMES ALL LIABILITY AND RESPONSIBLITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT �1"j �,1„1,C"1,1�1 SHOWN ON THESE DRAWINGS. 22. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE EXACT DETERMINATIONS AS TO THE LOCATION OF 4 � ,. ALL EXISTING UTILITIES; HE SHALL NOT BEGIN WORK UNTIL HE HAS MADE THIS DETERMINATION. HE AGREES TO BE ` ' SCALE: 1 = 40 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS181LTY FOR J06 SITE CONDITIONS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MIGHT BE OCCASIONED NY HIS FAILURE TO EXACTLY LOCATE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE FOLLOWING COMPANIES HAVE REPORTED UTILITIES IN THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE AREA OF THIS PROJECT, AND MUST BE NOTIFIED BY THE CONTRACTOR 48 HOURS PRIOR TO STARTING WORK. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, GENERAL TELEPHONE COMPANY 1-800-422-4133 OR 657-7411 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SOUTHERN CALIFORNIA GAS CO. 1-800-422-4133 OR 645-2617 SOUTHERN CALIFORNIA EDISON 1-800-422-4950 OR 657-5151 RANCHO CALIFORNIA WATER DISTRICT 1-909-676-4101 RANCHO CALIFORNIA CABLEVISION 1-909-676-5072 EASTERN MUNICIPAL WATER DISTRICT 1-909-925-7676 LEGAL DESCRIPTION INLAND VALLEY CABLEVISION 1-909-676-5072 METROPOUTAN WATER DISTRICT OPERATIONS BRANCH 1-909-392-2438 SIR. SAJAL MITRAUj z 23. THE BASIS OF 6EARINGS FOR THESE PLANS IS THE CENTERLINE OF FRONT STREET PER RS 71/17 RECORDS OF / � �� LOT 1 OF TRACT 23925 AS RECORDED IN BOOK 209, PAGES 21 THROUGH 32, RECORDS OF RIVERSIDE RIVERSIDE COUNTY, BEING CONSIDERED TO BEAR N45'30 01 stW. a COUNTY, CALIFORNIA. INVERT LINE LA_ 24. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT o IMPROVEMENT STANDARDS AND THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC- J TION (GREEN BOOK). ~ CD ROADBED WIDTH � 25. IT SHALL BE 'THE RESPONSIBILTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLINE i TO THIS POINT MONUMENTS AS REQUIRED BY THE CITY OF TEMECULA STANDARDS. 1,_9 3 4� �pqo fi 3/ CONST ,y/�i�/p/c��l/G PER C.9�/05 �OPE Pc`wt/, il/!OD/G/EO TO F/T' A-LOGIi L��+/F , '� Et�OCK COUR9E Off/ .9LG 9TA/,Q OPT//1/vs Tl� C'�AVE Z ��O�P,PG55/Ors/ FO.f� 26. IT SHALL BE THE RESPONSIBILn OF THE CONTRACTOR TO APPLY TO THE CITY OF TEMECULA DEPARTMENT OF W �o`��` ���9 FClTU,2E F�N/S11ED .gG.48 4 �A• PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS AND FOR 1'-11" 1" .,._.. �� s�. UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. / � q�� �3 /�f/97ALG y.9N/J/CAP 3/G1f/�Sf DER DETA/L y' Orf/ ��• 27. ALL UNDERGROUND FACILITIES, WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLU- 12"� RAO. TOP OF CURB � �`�? �~� �s �y.9if/0/CAP ,SlR/P/NG Art/O PA�/E ilENT 1G1AR.1/r1/GS PE.P DET.9lLS Opt/S�/T. C-2 / L S DING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. R=1 2'-4" RAD. a. . � ;r, � �F�c �5 /ti�'TALL iP-/�57oP �A S/GiV� 2 . 28. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC `�' / R�1� P R 0 J E C EMULSION SHALL CONFORM.TO SECTIONS 37, 39 ANO 94 OF THE STATE STANDARD SPECIFICATIONS. / ,a a o a �4 29. THE CONTRACTOR WILL, INSTALL STREET NAME SIGNS CONFORMING TO OLD TOWN SPECIFIC PLAN STANpARD DRAWINGS ° 04 . h , SURFACING FOR PARKWAY AND STREETSCAPE IMPROVEMENTS. rq �� 30. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING 2�-6 A HT PROPERTIES DURING GRADING OPERATIONS. ��� S� NOTE `��o SHE-ET INDEX SHT. NO. SOILS ENGINEERS 1. "SAN DIEGO BUFF' COLOURED CONCRETE BY DAVIS COLOUR (320'C'4000 ) MEDIUM SANDBLAST FINISH � INLAND FOUNDATION ENGINEERING, INC . 2. MINIMUM PERMISSIBLE GRADE IS 0.50% TITLE SHEET c-1 A L B E R T A SITE PLAN C-2 �� VICINITY MAP GRADING PLAN C-3 58� ��81 R�ncho California Rd. 46 R0LLED CUR8 DE`fAILPAVEMENT PLAN C-4 __ N.T.S. TOPOGRAPHIC MAP C-5 � �� �,� � �, � � �„ ',���.��._... Temecula, CA 92590 .-� -' 1: DATE ���2� - N.T.S. WALL PLAN AND DETAILS C-6 A S. S 0 C I A .T E S (909) 69a-9�50 LA rFJC E , STRAHM OLD TOWN STD. 18 ENGINEERING CONSULTANTS 264 09/G , E . 959 EXPIRES CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEALS o Designed By Drawn By Checked By � /� Drawing No . SCALE PR 0 ovessi RECOMMENDED BY '�L� � DATE � 7� 9t�. CITY ❑�T E M E C UL A DEPARTMENT qF PUBLIC WDRKS111-0. U.S.C. & G.S. N0. J-63 AT TEMECULA ON WESTERLY a� �. H��oF ^� O" r9A Contractor Horizon-to(1 zonta l � CORNER OF FRONT ANO MAIN STREETS. BRASS DISK � Al~ �'�9 yc� ECn epare Under Supervision OF SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. � _ � � N � m ACCEPTED BY � L�'�G � DATE � 7z9'9/v � '�"� 1 20 �, Inspector 1.51NORTHWEST Of THE EAST CORNER OF A DOOR N0. C44762 lJ' "z0 ?4:::w I TITL�j S��/�jT ,� 3 ,2E�rSEa >F. EL��/. COLUMN AT THE EAST CORNER OF THE OLD EXP. 3 31-98 f Date PRINCIPAL ENGINEER, FOR CITY ENGINEER Vertical SCOTT R. ILDEBRANDT ���r 9�Zy.� NATIONAL BANK BUILDING. � Dote Completed iif2 N Oi ti� 01C �P'.t��`�l�R�Tr���'�� qrf Di CAUF��`P C44762 3-31-98 "I � SIXTH STREET P��tKING PROJ`OCT PW95,�� ,q 47180 12-31-99 G����`�cZ�'�� ADJUSTED: 1970 ELEVATION: 1005.651 NSA R R . C C . E E . No , Expires R.C.E. No. Expires: t res� ACCESSIBLE A 00 1'-5" MIN PARKING SIGN THIS DETAIL IS TO SHOW MINIMUM SINGLE—POST EXTERIOR SIGN (TYPICAL) oInnENsioNs AND REQUIRED TEXT WITH SILKSCREEN PRINTED GRAPHICS; z SEE PLAN FOR ACTUAL LOCATIONS PICTOGRAM, 3/4" TEXT AND BORDER 48 � REFLECTIVE WHITE, BKGRND. BLUE ~ 3'-�''y�pu,�,p� 4N g MIN. g o THIS sicN SHALL READ-. EQUAL TO COLOR N0. 15090 IN FED. Q UNAUTHORIZED VEHICLES PARKED 1 '-0" TYP, STANDARD 595A i;8 MAX. ��12 � ire rn�vc . QIN DESIGNATED HANDICAPPED SPACES - 2 NOT DISPLAYING DISTINGUISHING PLACARDS 31pE SLOPE �LAGXVE sire sLoae OR LICENSE PLATES ISSUED FCR PHYSICALLY HANDICAPPED, PERSONS WILL 6E TOWED'AWAY AT � OWNER S EXPENSE . TUWE.D'VEFIICLES MAY BE RE-CLAIMED AT OR BY - 6" CONC. CURB TELEPHONING � INTERNATIONAL SYMBOL OF ACCESSIBILITY TO BE PAINTED 4'-0" WHEEL BUMPER ON PAVEMENT WITH BLUE HIGHWAY o � (TYPICAL) `ao RECLAMATION SITE AND TELEPHONE �� � NUMBER TO BE DETERMINED BY OWNER I PAINT — 3 MIN STROKE � 2 1/2" SQUARE HANDICAPPED � HANDICAPPED ., � STEEL TUBE SIGN TO BE POSTED IN A CONSPICUOUS PARKING PARKING rL PLACE AT EACH ENTRANCE TO THE BLUE BACKGROUND COLOR OFFSTREET PARKING FACILITY �J, � NO. 15090 IN FEDERAL � BLUE STRIPING SIGN SHALL COMPLY WITH CALIFORNIAa VAN STANDARD 595 A U 9C s,, U TYPICAL SYMBOL (SEE H.C. PAVING DETAIL HEREON) PART ADMINISTRATIVE SECTION CODE 021T1 E MIN LETTERS � ACCESSIBLE WHITE REFLECTORIZED t 1 '-6" ! CONCRETE FOOTING �- STRIPING — 2 COATS (TYPICAL) � 4 9'-0�t $, NOTE _0�� 9, �� : � � � �: (VAN STALL) ACCESSIBLE PARKING STALL (AUTO. STALL TO COMPLY WITH T24, CCR 'o � a R SECTION 3107.1 (b) REQUIREMENTS I Y V CENTERLINE OF STALL 0 H. C. SITE ENTRANCE SIGNAGE 0 H. C. PARKING STALL SIGNAGE H.C. PAVING EMBLEM ks H.C. STALL STRIPING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE; N.T.S. DENOTES AREAS OF FILL REQUIRING 18" MIN. OVER—EXCAVATION 394.00' $.01 � A s a SCALE. 1 — 20' i r 6 ISPAC-1-S @ 1549 __j j 6 5 9' TYP. � 0 10' 20' 40' 60' 80' W � M W E— W � °' 8 PAC S m 2' 10 SPAC S m 90' W r 40 0 �' LL 30 OF Z 20' r- G 0 � 10 SPACES 9 10 SPAC S @ 90' N 7.23 @ @ 2 6 2 0' a � (/'') (0 30, W $' 5' TYP. RAILROAD BOLLARDS (TYP.) SEE DETAIL ON SHT. C-3 N � 20' W r to m 18' 8 SP CES 72' 7, " H.C. ES 61 . 7' _ N 9� 2,° RESTROOM BUILDING 8�0' `-0 P*EO~6.50, F.F.-�7.00 �; N `� C1111-4 0 4.5 69rj 1 61 .67' 377.71 ' TELEPHONE PAD 39 BUS STOP PAD o N nth STREET A L B E R T A 28481 Rancho California Rd. Suite 106 Temecula, CA 92590 AS S 0 C I A_T_""'�, S (949) 694-9250 ENGINEERING CONSULTANTS" CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEALS pFESS/ Designed By * Drawn By Checked By i Drawing No . SCALE �o Pa H�� °'�� RECOMMENDED BY :�� DATE � 1�,� e9� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor U.S.C. � G.S. N0. J 63 AT TEI�ECUU ON WESTERLY �� �, oF� � � �`�` CORNER OF FRONT AND MAIN STREETS. BRASS DISK Hor t zonta l � ,�ti �.7 Plans Prepared Under Supervision Of%ft SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. w v"i �i m —_ ACCEPTED B Y ; G��/�. DATE :T E � 7-.2 - to � ••••* Inspector 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR � = 20 a � r� COLUMN AT THE EAST CORNER OF THE OLD ExP. 3 4318 98 - Date ( • 9� � S I rT'E F LAN Vertical PRINCIPAL ENGINEER, FOR CITY ENGINEER Date Completed NATIONAL BANK BUILDING, �q Clv►t- ` SCOTT R. HILDEBRANDT P �I�'�'� �R"E�' PARK1NG P�t�1J�CT PW95ADJUSTED: 1970 ELEVATION: 1005.651 N/A f� CAUF R , C , E . No . Ca4762 Ex �res 3-31-98 R.C.E. No, 4718 0 Ex res� 12-31-99 11 CONSTRUCTION NOTES: PARKING TOTALS 1 CONST. 3" A.C. OVER 6" A.B. (SEE PAVEMENT PLAN) BUS PARKING STALLS = 4 2 CONST. 3.5" A.C. OVER 8" A.B. STANDARD PARKING STALLS = 76 3 CONST. 6 1/2" P.C.C. (520-C-4000) OVER 95% RELATIVE COMPACTION PER GEOTECHNICAL REPORT DATED OCT. 24, 1995 (SEE PAVEMENT PLAN) HANDICAP PARKING STALLS = 4 4 CONST. 6" ROLLED CURB PER OLD TOWN STD. DETAIL 18 & PER DETAIL ON SHT. C-1 5 CONST. CURB TRANSITION PER CITY OF TEMECULA STD. 210, L=10' (SEE PAVEMENT PLAN) 6 SAWCUT AND REMOVE EXISTING A.C. PAVING 7 CONST. CROSS GUTTER &/OR SPANDREL PER CITY OF TEMECULA STD. 209A & 209B (SEE PAVEMENT PLAN) NOTE: 8 TRASH ENCLOSURE BY OTHERS 9 CONST. WOOD BOARDWALK PER LANDSCAPE ARCHITECT'S PLAN „ SEE PAVEMENT PLAN FOR DELINEATION OF SURFACE MATERIALS. 10 INSTALL 4 P.V.C. SEWER LATERAL 11 INSTALL 4' SEWER CLEANOUT PER E.M.W.D. STD. SA-90 -r 12 INSTALL 1 1/2" WATER SERVICE, METER & BACKFLOW PREVENTION DEVICE PER RANCHO CALIF. WATER DIST. STD. NO. RW-14 & RW-18 13 SAWCUT AND REMOVE EXISTING CURB &/OR GUTTER W 14 REMOVE EXISTING A.C. BERM LZ .. ......... 15 CQNST. HANDICAP RAMP PER CITY OF TEMECULA STD. 403 9i�/p,�,€� �it/O/C�l�•P•9ir�,�G7 !� �,IE,Qd�/ (���'��v���tir��/ C C 0 • oo CD �°D w 16 SAWCUT AND REMOVE EXISTING SPANDREL _D 1NSTRU T I N NOTES ( CONT 7 REMOVE EXISTING A.C. SIDEWALK 31e-Y CONST. HANDRAIL PER LANDSCAPE PLAN. MODIFIED TO FIT HANDICAP ACCESS RAMP �J 3' 6' 18 INSTALL 8"X8" RAILROAD TIE CURB PER OLD TOWN STD. DETAIL 19 (SEE LANDSCAPE ARCH. PLAN) 32 USE 6' HIGH BLOCK COURSE ON ALL STAIR OPENINGS TO LEAVE 2" DEPRESSION ao - 19 HOT TAP CONNECTION PER RANCHO CALIFORNIA WATER DISTRICT FOR FUTURE FINISHED SLAB 20 ; 0 CONST. CROSS GUTTER PER CITY OF TEMECULA STD. 209A, MODIFIED TO 4' IN WIDTH (SEE PAVEMENT PLAN) 33 INSTALL HANDICAP SIGNS) PER DETAILS ON SHT. C---2 �� lhlf-TAI i " n%I n nl Ac%r 4 cnZjvs nnnn rinr rrnnnr 34 HANDICAP STRIPING AND PAVEMENT MARKINGS PER DETAILS ON SHT. C--2 ` i 27 n 1k1t%_rAI nnl lnl r nrTrn-rnn r 1, AC%r%OW1. nrn nAAI in nAl Ir• %&#A-rrn -r1971101 • Ulu.r-rr\ n,it IN TA L R-1 STOP SIGN '` • �.• °'~ w 35 S L ( ) w CO 23 CQNST. 4" P.C.C. SIDEWALK PER CITY OF TEMECULA STD. 400 SEE PAVEMENT PLAN 34 ( } an > / 4 IWr 44 /%''1�X. S6�1/ � r�,�'d. C,k�LoG1�P.� '��Yrio,�YD, 'v/�"�,Q wc��ClCi�GY.4rel4 D157 X/40. �O if!Y-/� •P -/� �oU � 1 r .�eax J� ,�� 1 „ w , ��gy /ao��a� .2 a 22 25 4 WHITE PARKING LOT STALL STRIPING` w`' �¢ �` SCALE: -- 20 � � IN �tA R PER ETAIL HEREON 7 6 S LL BO LL.A D D , ��, �, 66 27 CQNST. HANDICAP RAMP PER DETAIL HEREON C or n r `�,� 4�' 61 � � f r� � �,� � � � 0 10' 2 0' 4 0' 6 0 $O' � (, �Q�� � 8 CONST. C.M.U. RETAINING WALL, SEE SHT. C 6 FOR PLAN & DETAILS � ���� ��, ,� �, � d �, v y I Corn e r 29 CONST. C.M.U. PILASTER, SEE SHT. C--6 FOR PLAN & DETAILS 13 IN Q 30 CONST. BOARDWALK HANDICAP RAMP. USE BOARDWALK DETAILS PER •. ,� 0 � o LANDSCAPE PLANS, MODIFIED FOR RAMP WIDTHS ' jp ' • C' .� o� 394.00 E !eva ted Wa t kway , , 14 JOIN E ISTING CURB AND G1 TTER °� _ 8 P. 12 9.47 - ' - - - � 1 � ra CROSSWALK •, ., 0' • ' t a Cep Q p$ ]- ,`Q' ,°'• ,��, �. . �, . 0 18 �Q ��'• I' 1006 8 �•• o� 33 C7 GROOVED BORDER MUST BE N• .�• 1- '� �� T p 1$ T,o 1 r � ON THE LEVEL SURFACE AT 0 ��' THE TOP OF THE RAMP a �. j ,` Dom -• 0 ,�Q ` ` 8.33 /o �1 •0 •� • Q' 'O o • •C,• MAX. 4 32 C, ap �s �� �• �'�, �• ., ��, moo- �� �• Q. ��• 4 ,� pTYP. a1• ag p, > 5 TYP. ate• �� �, .,p 5 TYP. a�• �� `' 8 � ,� � � � •,o a1 18 a� •,o �o• �,a 4 3 tK • Qj •,� O 2 5/T �NT�c��NG a4" v s 1 6!6/'/ /ale r�6�/� MAX. Q ..... a y • [„/ r o/V V~f.+ • • , ,:,jai p mot- __ .,q �, 1,n Q• 0� .�j -a ,�Q `b �, o' a 4 �` 12 2 �• �' C' "� 4 •'� o°• �� , '' a1• a a �Q• o �C9 TYP. a 6 L �3 6 11 r-_ r- r• InLn � � 18co O' Cna' aca O Z N4T � WH 48MIN. � � " r~ o ' C,Lw, , oo rn oo r�7 CD Ln � Lo � cO 07.2 2 T.R. t9 `�' Dr e a E E N � I S Li. �a r`- co ct� c�i r- c� o 00 � 0$.60 T.R. '�• Q. 1 LESS THAN 48 , THE ` 1 a% co• co (0 a o 0 0 0 o c' o �� 06.72 T.P. o o C� Q � 0 08.10 T.P. �� � SLOPE OF THE FANNED 32 � � '� - �`' a o �. 18 07.40 ��• �j`� �• OR FLARED SIDES NOTE; SHADED PORTION � l4 OF RAMP WILL REQUIRE 1 fig• 7 C,• MUST NOT EXCEED • I 12 t 8.33%) TRUNCATED DOME a 1 06.$1 .R. 07 22 T.R °�: a°a r° Q �� DETECTABLE WARNING 06.31 .P. c� n: 'ci 18 T.P. 07.90 T.R. a� ci cr a: 18 • ` ~" �-• O°' 18 SURFACE S!lDPE S) IS 06. 2 ..� ` � � � ri � 07.40 T.P. �' �' � �-- �• a � o 2 0 - p 0 18 1 Tr R r� �-- �---►-�-- f,.,= 1--�r � � r---= F--- ��:�-- � � � �Q � q5 ��• � BET aE E N 3.Q o AND 6 06.8 18 � � 6.6? imp low- • .a� F r $ Gb W aQ aU r_p t� �. c�D cn� Q C77• a '� /p 30 �� Q. 06.31 T.P. � (, r- r- S q o 31 � a- '16 tea '� �cS a a o a r` to o 0 o Ca a o � � � r-_ �- F S, �• j HANDICAP RAMP DETAIL 0 CD a 0> a o 9% - TYP. 5 ,� . COD a �' 0 g �Q T 1oe 6' ' '�°' N.T.S. Ln V) �' 5 TYP. 1`�' o, �' 'Q a �� o Z - • '� p � �� � 0 1 � '1 5 TYP. � �- 17 -o� a� � •A • o�' a 18 0�0 0� �' Q• 1.85% Q 0 r cn a0 �a aS � V ACCES BLE STALL , 0� - 9 14 '� 14 ,� 00 4 , � 0�4 0 C,- PO a: 6 TYP. 4' 0 ,�Q- pfp �, 'O g c`' o .S • ro ,S �� 33 - p • .� a'1 • Q• 5 TYP. '�',� 4' cv lie F �,� 2.1% �. 4 rl �. Q- 34 TYP. �� TYP. °' • P _- . . w - CONTR "TOR IS TO VERIFaY USE PROTECT EXIST. EDISON a 0 �' �' �:p 5 TYP. a Dk d- VAULT IN PLACE J.. .. Qr p� p •,4 a �� . r �. . . q'1• C N IO OF E IST. W �R M TER � a� REMOV EX . - 0sf W`=' ,S o0 a FO PRO . LAND CAPE URPO ES • .� $ TYP. •16 - 0 �' �� �T R I I N oc a. . -- REMOVE E�C15T. STr LGTr S/ ivr,�•� C�j� •C' [� �. , : SE IRRIG PLAN L-2 1 �°' AND ST. LGT. CTRL. �' - 0 32 ? S16N�.�Z2��r16 (0. '� 10 01- 9 TYP. a"`�"`.�, ""--. P 9 s: V s 5 0, 1 r F.'="7.0 0 d 0&�" 11') `--�..., �7 0 1 X000.1 10 �� �`� 11 15 � 3 �o � '' ,tO �. ,� p 32 p �' `" ro. ,.�- a c� a d � .. 15 as r1• 7 -- PR T XIST. B.O. IN PLAG •� �' �'• STANDARD 8' LONG as 4 7 �, o , ELE I .Q N E--� 1T2� 17 ""` -•�. . , C E E S� 0 `` E, C�• RAILROAD TIE o / / s 1 V F�� �. or X GU er ° A.C. PAVING r GTE �`' 1 .0% �• 0 '� 1 .0% �`- ' ,���..,. 0, �, c' c� 4 1 .0% 1 .12% 00 ,, ' 7 ' y`3 �C \'' O sr be. t�� .� fj' ,, ,�• 7 a� �p �i F-: i_ �. �� .d- �`1 t, Qcb• .� ' 16 '� r...MMMEMM r rrrrrrrrr r.r.rrr.r + . ' � ......... ..i......r. r\. .r 0 • . .r ..........,. r.•.r...r.. ....rr..r.. ...... ..rr., w rrrrrrrrr, r .r......nr • �ry' r..rr ..+r+M,...r tLe1_ op .,..,,.,,..ram ...r....i...,i. .r.,..i.r.r. ...........w. ............ .urrr ...•.....r. j u .. �' 1 �• O �` C' • ' �,; r- N 00 � ,'4 !f) � $�' WTR � 1 �y 14 4 ,� C? a `? .� 6 1 0o cfl cta �--; 14 4 ( �, 3 BUS STOP -- 19 , ' '�' �. ,� Arm 8 SWR x Y a, 3" GAS 6th b4*6TREET a: � 2 � �r�1e, ov c z Cry ) °' y A o N THE RAMP SHALL HAVE A 12 WIDE 1 1 '± 1 a� `t „ 50 2 BORDER WITH 1/4 GROOVES c� • APPROXIMATELY 3/4' O.C. SET BOLLARD I N ,q. ,. CURVE DELTA RADIUS DISTANCE TANGENT � CONC. FOUNDATION q C 1 90`04' '16 25.Oa' 39.30' 25.03' �C (520--C--4000} � p F 16' C2 89'06'54" 35-00' 54.44' 34.46' C3 120"48'50to 5.50' 1 1.60' 9.68' TRANS. 6"CURB FACE TO 1" 24„ C4 22'25'34" 25.00' 9.79' 4.96' CURB FACE, WIDTH = 4" o DAWN � C 5 9 8'13'14 3.0 0' 5.14' 3.4 6' N Q C 6 81'14'2 6" 10.0 0' 14.18' 8.5 8' c° �� c)(0 RAILROAD BOLLARD C7 84 09 35 30.00 44.07 27.09U, 6 C8 96*22*46" 3.00' 5.05' 3.35' o N.T.S. co C9 1 12.4a'19 3.0a' 5.90' 4.50' C10 85`59'28" 10.00' 15.01 9.32' C 1 1 71'2a'1 3" 35r00' 43.58' 25.12' A �. B E R T A C 12 89'56'26" 25.00' 39.24' 24.97' ' ' ' ' �► � 4 1 R nCho California R . C 13 84 15 39 35.00 51.47 31.66 TRANS. 6 CURB FACE TO 1 28 8 a d TOPO COMPILED BY FIELD 5URUEY, ,� ROLLED CURB & GUTTER C14 128 30 38 3aroO 67.29 62.21 o 9� Suite 106 DATED SEPTEMBER, 2Q, 1995 CURB FACE, WIDTH VARIES Terrrecula, CA 92590 C15 46 41 19 150.00 122.23 64.74 (909 694-9250 1 4 1 45. 23.49 12.02 A S C C I A T E C 6 29 5 6 00ACCESS RAMP C 17 67`28'43" 3.00' 3.53' 2.00' - 27 ,q�.0704Z �DiQ ,lrlISIWZ411491y Q� N WEER N oNsL►LTANZ's MMMMOMMMMMMM� N.T.S. --. / %2 '' G�� ' � 57�;14 4 4f1Z CONSTRUCTION RECORD DATE BY REVISIONS ACC"D DATE BENCH MARK SEAL, FES Designed By. Drawn By Checked By Drawing No . SCALE ��o spa, RECOMMENDED BY = . DATE � _ DEPARTMENT OF PUBLIC WORKS U.S.C. G•S. NO. J-63 AT TEMECULA ON WESTERLY �o Hor i gran to l . Contractor �``� � � �2 CORNER OF FRONT AND MAIN STREETS. BRASS DISK -� c� Plans Prepared Under Supery i s i on ❑f SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. a _ ACCEPTED B Y = G� D A T E �' '� "` Inspector 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR 1 20 NO• C44762 � _ /� ?& COLUMN AT THE EAST CORNER OF THE OLD EXPO 3�-31--98 �°`��' T PRINCIPAL ENGINEER FOR CITY ENGINEER NATIONAL BANK BUILDING. Vertical �+V�� SCOTT R. HILDEBRANDT Dote Corp l eted ��GC��•s�llsl�" ������T•��e�"�.��'l� •9� .��'�' "� , o - &R~ IN tj S 1 STREET- ��,�. � �_-l- --- - ----�-- - N/A � CAL) C447f�2 Expires 3-31 98 R C E No, 47�80 Exp,res 12 31 99 �, PW 9//Co�9lo ,OAR � �' ADJUSTED. 197Q ELEVATION. 10a5.651 i PAVEMENT LEGEND 3" A.C. OVER 6" A.B. ACTED TO 95 RELATIVE COMPACTION :•:�:�:�:::�: ::�:: :=�:�:�.�:�:��:=:=::�:::�: :�:�:�:�:��:�:� :�•: : R NATIVE COMP P C E D 6 1 2 SAN DIEGO BUFF' COLORED CONCRETE BY DAVIS COLOUR (520—C-4000) WITH MEDIUM SANDBLAST FINISH OVER , + + + + + + + + + + + + + 6 1 2" BLACK COLORED CONCRETE 520--C-4000) WITH MEDIUM SANDBLAST FINISH OVER NATIVE, COMPACTED TO 95% RELATIVE COMPACTION + + + + + + + + + + + + + + + + + + + + + + 4 SAN DIEGQ BUFF COLORED CONCRETE BY DAVIS COLOUR (520-C-4000)„ �yWITH MEDIUM SANDBLAST FINISH OVER NATIVE, COMPACTED TO 95% RELATIVE COMPACTION " YDAVISCOLOUR (520-C-4000) WITH MEDIUM SANDBLAST FINISH (THICKNESS PER RESPECTIVE STD., SEE SHT. C-3)SAN DIEGQ BUFF' COLORED CONCRETE B D SCALE: 1 20' 0 10' 2 0' 4 0 6 0' 8 0' ........7.7.7:.7.7, .............. .: ................... •: .......... ................ ............. ................. ............................... + + - •: + + + + + + + + + + + •: + + + + + + +++ +-+++ +++ e%po + + + + + + + + + + + + + + LE + + + + + + + + A A0% + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �• + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + LrM + + + LLj .... 6th STREET L B E R T A 28481 Rancho California Rd. Suite 106 Temecula, CA 92590 mandom mamma no"A so S OEM S'in"0, C I A T (909) 694-9250 ENGINEEFRING CONSULTANTS Draw n 9 No . SEAL, Des i gn ed By" Drawn By Checked By NCI BARK DEPARTMENT OE PUBLIC WORKS DATE �Y RED/Y 5�[DNS ACC � HATE �� �o�Ess�o BY : — DATE : __� �� CONSTRUCTION RECORD SCALE � � RECOMMENDED B U.S.C. �C G.S. N0. J ......... -63 AT TEMECULA ON WESTERLY �w �.• � � , Contractor CORNER OF FRONT AND FAIN STREETS. BRASS DISK Horizontal l ,`� 'py p an Prepared Under Supervision i 5 i on ❑f o � � �• DATE 7�21'-�d SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. m ACCEPTED B Y W V P � R . C . E . N� , W a Z., NG I VEER FOR CITY ENGINEER 1.5 NORTHWEST OF T-HE EAST CORNER OF A DOOR NO* C44762 � �► PRINCIPAL E Inspector' Dade --- COLUMN AT THE EAST CORNER OF THE OLD Vertical EXP. � ����� SCOTT R.. H LD B ANDT _7.',; NATIONAL BANK BUILDING. ,q C�V� �NT. F ¢ 18 0 12 `6R'jo0&`ET *F`A'R`K1NG PRU'J"C" -319 1& ---#261.,, Dote Completed _- . C44762 3--31-9$ R.C.E. No. Expires: s :. ADJUSTED: 1970 ELEVATION. 1005.651 R . N(. OF CAI R . C , E , No . Expires CE p i 10��5 tiV o�W B ( d.9, _Corn er B l d Corner B I d Corner Elevated Walkway JPec v �oo� t—d—g�C'o Y' e r 000�• `o o Ga oo�• �, y� oo�� ,oo6 Re t a � n � Wall , �, a , O ,0� �o°°� b�° � �o o/ SCALE: 1" = 2 0' o 2 'I ��Z� 0 10' 20' 40' 60' 80' ti �o do Lj W � o o �Q Driveway Uj o�S Dr ti awloy I V 1 O �A 0 SYMBOL LEGEND ac d o� W ur WATER METER a App POWER POLE �Q O DTP TELEPHONE POLE o°`' ° w r �4 1OQp J6J c Q LLJ +ip JOINT POLE 0 o I � � GUY ANCHOR w�` �.ay S` 1006 S� � o �o-� � t•. � � o� ' FH FIRE HYDRANT �� ,e 100> Laos V° ' o ti°`�' �� FIRE HYDRANT, TYPE 2 o� Sw',�°'h tiv aoa + o ,� guy WATER VALVE q`O 2 'oie o0o b� ti� ° � &s �c T owS �Gv GAS VALVE AK' o'O� o'O' o ' �� ti� ono SEWER CLEAN- DUT WATERLINE BLOW-OFF Asphalt Walk �o o s��� X-Gutter Z O ELECTRIC M . H . 0 OO SEWER M , H , ?0 �, ,tip Ong• ?, � �. p,l Q' �. �'ti aal� .�• �� .�• ZD �• � ,9 � .n�' ,�� ,goo �° oo°` • a o° a• off' o° � �o• � o° �o• o°�• o� �� � 8 � OO STORM DRAIN M . H , ti goo �goo ti 100`'' �goo`' uv 100 0 � oo �tioo � '`� S•� �W�v OO TELEPHONE M . H . � WATER M . H , o Efl CABLE VAULT � 2 ^ o6th STREET :3 ❑E ELECTRIC VAULT � TELEPHONE VAULT ME ELECTRIC RISER 2� I 0 TELEPHONE RISER IR IRRIGATION RISER 9V IRRIGATION VAULT EXISTING TOPOGRAPHY GRx,E GRATE / INLET # LIGHT STANDARD SIGN TOPS COMPILED BY FIELD SURVEY, � A L B E R T A DATED SEPTEMBER 20, 1995 , 28481 Rancho California Rd. Suite 106 Temecula, CA 92590 A S S 0 C I A T E S (909) 694-9250 ENGINEERING CONSULTANTS CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE S� � Designed By Drawn By Checked By . / Drawing No . �, � � RECOMMENDED BY � DATE : �� � CITY OF TEMECULA DEPAR-rMENT OF PUIBL I C WORKS Contractor U.S.C. & G.S. N0. J-63 AT TE�IECULA ON WESTERLY �. �� �` "1 CORNER OF FROM AND MAIN STREETS. BRASS DISK Horizon-to t P n s Prepar d Under Supervision Of � SET VERTICALLY IN THE NORTHEAST CONCRETE WAIL. � —1 - ACCEPTED BY : �� DATE : 7Zs'96 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR 1 = 20 �°�4 � c � ����•�•G1 C _ Inspector �� � e � DO�te �G /G PRINCIPAL ENGINEER, FOR CITY ENGINEER � TOPOGRAPHIC NEAP COLUMN AT THE EAST CORNER OF THE OLD Date Completed NATIONAL BANK BUILDING. Vertical �1�� ��� ��. ADJUSTED: �9�o ELEVATION: ,005.s�, N/A '� � ����°� R . � . E . No . ����7��z Expires 3.3r-98 R.C.E. No, 4718 o Exp a Expires,� 12-31-99 � SIXTH S7�I��ET PARKING PRUJECT � P wg 5� 6. " 1 " LAG SCREW WITH HEAVY 1" DIA. x 12" LAG SCREW WITH HEAVY �� '� (P.T.) WOOD CAP 1 DIA. x 2 3 x12 D.F., DUTY MALLEABLE IRON WASHER WITH DUTY MALLEABLE IRON WASHER WITH AT STAIRWAY OPENINGS„ DU M (OMIT ) 1 DIA. x 12 LAG SCREW WITH HEAVY GALVANIZED EXPANSION SHIELD, (P.T.) CAP GALVANIZED EXPANSION SHIELD, CONSTRUCTION • TY LEABLE IRON WASHER WITH 3 x12 D.F., WOODDU MALCOUNTERSUNK T.w. SLAB PER BUILDING PLAN ION SHIELD (P.T.) COUNTERSUNK (OMIT AT STAIRWAY OPENINGS} GALVANIZED EXPANSION 3 x12 D.F., WOOD CAP N T. 3" A.C. OVER 6" A.B. (SEE PAVEMENT PLAN COUNTERSUNK AT STAIRWAY OPENING w= S' - �.COS } (OMIT ) T.W. :_.,... �..._: ....� A.C. OVER 8 A.B. SLAB PER BUILDING - N T .5 .C. O E 3 2 CONST. j� jjT;0IIT: cQ OCT. 4 1995 (SEE PAVEMENT PLANRT AT SLAB PER PLANCONST. 6 1 2 P.C.C. 520-C--4o0o OVER 95% RELATIVE COMPACTION PER GEOTECHNICAL REPO D ED } „ DETAIL N SHT. C-1 T.W. 4 CONST. 6 ROLLED CURB PER OLD TOWN STD. DETAIL 18 & PER DE L O II��•II�(11(�I-�- w 5 CONST. CURB TRANSITION PER CITY OF TEMECULA STD. 210, L=10 (SEE PAVEMENT PLAN) `a _ 8" C.M.U. „ ii�- 2 3/4„ 1 . .w !! 8„ C.M.U. o A.C. PAVING 6 SAWCUT AND REMOVE EXISTING 1 . �� � •- 8 C.M.U.. PLAN f m= 1500psi, Fy= 60000psi � M f m= 1500psi, Fy= 60000ps� !n 7 CONST. CROSS GUTTER &/OR SPANDREL PER CITY OF TEMECULA STD. 209A & 209B (SEE PAVEMENT ) „ (��i��ICI III- "' c� f m= 1500psi, Fy= 60000psi w c0 un #4 @ 48 Vert C� Edge w „ 0 I #5 C� 24 Vert C� Edge ($�— TRASH ENCLOSURE BY OTHERS „ � „ 2 3 4 w I �- !! " 0 0.c. 4 @ 48 Vert @ Edge w 0 o.c. T' PLAN w O i # �t 6 9 CONST. WOOD BOARDWALK PER LANDSCAPE ARCHITECT'S LA 0�-- INSTALL 4" P.V.C. SEWER LATERAL 6IN 1 w 0" O.C. 6" t. 2 3/4" ' '``� �-- � T.F. � 11 INSTALL 4" SEWER CLEANOUT PER E.M.W.D. STD. SA-90I i -r� N ' T.F. N T.F. g�­ INSTALL 1 1 2" WATER SERVICE, METER & BACKFLQW PREVENTION DEVICE PER RANCHO CALIF. WATER DIST. STD. NO. RW-14 & RW-18 -- _ / ,- w HEEL (to #4 @ 48.00 0.c. HEEL (top) 4 Q 48.00" o.c. ". � # ,- ,��� TOE bot 4 � 48.00 o.c. , .13 SAWCUT AND REMOVE EXISTING CURB &/OR GUTTER HEEL (top) #4 @ 48.00 o.c. . . - , , _ _ 14 REMOVE EXISTING A.C. BERM f T" _ #5 H QRI Z. AS SHOWN A STD. 403 (SEE PAVEMENT PLAN 5 HORIZ. AS SHOWN CONST. HANDICAP RAMP PER CITY OF TEMECUL S ) 5 HORIZ. AS SHOWN # 16 SAWCUT AND REMOVE EXISTING SPANDREL r 17 REMOVE EXISTING A.C. SIDEWALK q$-- INSTALL 8"X8" RAILROAD TIE CURB PER OLD TOWN STD. DETAIL 19 (SEE LANDSCAPE ARCH. PLAN) 19 HOT TAP CONNECTION PER RANCHO CALIFORNIA WATER DISTRICT 2, , PER CITY OF TEMECULA STD. 209A MODIFIED TO 4' IN WIDTH (SEE PAVEMENT PLAN) 30 CONST. CROSS GUTTER E C 21 INSTALL 6" P.V.C. CLASS 150, C900 FIRE SERVICE, PLUG END 0' 2 INSTALL 6" DOUBLE DETECTOR CHECK ASS'Y. PER RANCHO CALIF. WATER DIST. STD. RW-20 23 CONST. 4' P.C.C. SIDEWALK PER CITY OF TEMECULA STD. 400 (SEE PAVEMENT PLAN) ' 3" 4 INSTALL 1 1/2$1 WATER SERVICE AND METER PER RANCHO CALIF. WATER DIST. STD. RW-14 5 PARKING LOT STRIPING 1,�6„ INSTALL BOLLARD PER E.M.W.D. STD. A-504 2'_6„ 6 1,_0„ 27 CONST. HANDICAP RAMP PER DETAIL ON SHT. C-3 PER TAILS HEREON 3,_0,! $ CONST. C.M.U. RETAINING WALL E DE 29 CONST. C.M.U. PILASTER PER DETAILS HEREON 30 CONST. BOARDWALK HANDICAP RAMP. USE BOARDWALK DETAILS PER LANDSCAPE PLAN, MODIFIED FOR RAMP WIDTHS RETAINING WALL RETAINING WALL RETAINING WALL 31 CONST. HANDRAIL PER LANDSCAPE PLAN, MODIFIED TO FIT HANDICAP ACCESS RAMP N.T,S. N.T.S. " STAIR OPENINGS TO LEAVE 2" DEPRESSION FOR FUTURE FINISHED SLAB N.T.S. 32 USE 6 HIGH BLOCK COURSE ON ALL DIMENSION PER PLAN 16" SQUARE PILASTER 16l, CONCRETE SLAB o0 �a w z ._J LIJ V) w #4 BARS GROUT EACH CELL SOLID FACE OF RETAINING WALL RAIL PER LANDSCAPE ARCHITECT I 8 x$ X16 C.M.U. (TYP.) 3' 1%18"x 1$" CAP RAIL PER LANDSCAPE ARCHITECT T COURSES 99 � ALTERNATE C0u SE STUCCO CAP TO `s, •� Off. �• `'1. WOOD STEPS PER DE AIL ON MATCH DEPOT BLDG.) LANDSCAPE ARCH. PLAN �- 6"x6" WOOD POST . PER DETAIL ON LANDSCAPE ARCH. PLAN LA � Uj (Typ.) A co � quo NOTE: o • � !! 0 �` i A SEE LANDSCAPE ARCHITECT'S PLAN FOR STAIRS AND RAILING TOP OF FINISH SLAB FINISH GRADE " RETAINING WALL HEIGHT PER PLANS tK I R T MATH DEPOT BUILDING TYP. �,.,.,.,.__..�w.�.w.. �""' STUCCO PILASTER O C 07.66TW 04.33TF ' 1 28.67' P.A. � 2 6 12 32 2 r_ Now mw 12' 12.67' 15.50' 15.8 3' 15.83' 8 � ........... TYP. � FOOTING TO BE SAME AS RETAINING WALL 0.67' 0.67' 0.67' 0.67' 0.67' 5.33' 6' 12.83 7.3331 ,�� ��` Nowo- � . ... .. _ .- - PILASTER DETAIL N.T.S. �• I I ' �� P.A. I 31 I � I o 30 �. o � �. A• •�' �6' `�� a, TYP. L p 06.07TW 0 Ty I . Q o� 8 � 32 rn a N $ � a o �. ,, a3.40TF '��` TYP.. TYP.. RETAINING WALL NOTES. �, `�O °' ��` TY P.�� ���` - �; g •,� 1� TYP. ALL d� � �- !! -- ------- - ''a• Q�,�, S"TAI RS �,�. �o• 1. C.M.U. BLOCK SHALL BE $ x$ x 16 . Q6.07TW 2. Txl2ll D.F., (P.T.) WOOD CAP ATOP RETAINING WALL (OMIT AT STAIRWAY OPENINGS) - 07.60TW 07.78TW 4DTF MORTAR AN GROUT MIXES PER TECHNICAL SPECIFICATIONS Y P.A. 6 71 �; 03. _ P.A. 3. MO D P.A. 0513T 04.93TF 05.11TF P A 4. OMIT HEAD JOINT AT 32'$ O.C. FOR DRAINAGE -- - r--� - - -T - r TYP 5. TOP RAIL AND HAND RAIL DETAILS PER LANDSCAPE ARCHITECTS PLANS p lb- 6. DESIGN DATA: f m=1,500 psi fc=2,500 psi WOOD ,STEPS PER DETAIL ON . LANDS APE ARCH. PLAN fs=24,000 psi • f =40 000 psi t� y ! 7. SOLID GROUT ALL CELLS � -.._ 8. USE 8"x6"x 16 C.M.U. BLOCK ACROSS STAIRWAY OPENINGS TO LEAVE 2 WOOD STEPS PER DETAIL ON 6 x6 WOOD POST DEPRESSION FOR FUTURE FINISHED SLAB. 6 x6 WOOD POST \-—LANDSCAPE ARCH. PLAN PER DETAIL ON PER DETAIL ON LANDSCAPE ARCH. PLAN LANDSCAPE ARCH. PLAN I (TYP.) (TYP.) SCALE: 1 10) A FRONT STR ET A L B E T 28481 Rancho California Rd. 0 5' lot 20' 30' 40' Suite 106 Temecula, CA 92590 A ��' S 0 C I A T E � (909) 694-�3250 ENGINEERING CONSULTANTS ACC,D � BENCH MARK SEAL , Designed By Drawn By Checked By �.. Drawing No . CONSTRUCTION RECORD DATE BY REVISIONS DATE �o��ss,� SCALE DATE ,� , CITYOF TEMECULADEPARTMENT OF PUBLIC WOO S P RECOMMENDED BY &A ............... U.S.C. & G.S. NO. J-63 AT TEMECULA ON WESTERLY �w� �. � � Contractor CORNER OF FRONT AND FAIN STREETS. BRASS DISK Horizontal l �„ ,,, �.� Plc► e .arid Under Supervision Of WALL. c° v m ACCEPTED BY : DATE _ �� 41 SET VERTICALLY IN THE NORTHEAST CONCRETE W �, .� � � � � � � 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR 1 = 100000I rq No. C4476� FOR CITY ENGINEER IuALL P � Date� PRINCIPAL ENGINEER, V1 Inspector COLUMN AT THE EAST CORNER OF THE OLD EXP• 3- 311-98 �'` IF Vertical c� �� SCOTT H I LDEBRANDT NATIONAL BANK BUILDING. v �� SimxswowTH STRE4E"""T PA01w%CK1"`0G PW95---*26 , Date Corpletea O� CAL1I `2"%nf%JECT � C44762 Expires 3-31 9$ R.C.E. No. 47180 Expires: 1z ADJUSTED: 1970 ELEVATION: 1005.651 N�A R . C . E . N o . P julu LT C) lip I!ir M�11F I' mil W 011 ra ir 7 Alk7ll ml I Lail Nj Fa J LI 1 0 to a MAL 11 W59 Ill Jill A I PRIME CONSULTANT ALBERT A. WEBB ASSOCIATES � SHEET INDEX 28481 RANCHO CALIFORNIA ROAD, SUITE 106 TEMECULA, CALIFORNIA 92590 I V L-1 TITLE SHEET (909) 694-9250 * FAX (909) 699-1032 I L-2 LANDSCAPE CONSTRUCTION PLAN L-3 PLANTING PLAN L-4 IRRIGATION PLAN CIVIL ENGINEER L-5 LANDSCAPE CONSTRUCTION DETAILS L-6 LANDSCAPE CONSTRUCTION DETAILS L-7 LANDSCAPE CONSTRUCTION DETAILS ALBERT A. WEBS ASSOCIATES L-8 PLANTING DETAILS 28481 RANCHO CALIFORNIA ROAD, SUITE 106 � L-9 IRRIGATION DETAILS TEMECUTA, CALIFORNIA 92590 (909) 694-9250 FAX (909) 699-1032 LANDSCAPE ARCHITECT �I LIMIT OF CONSTRUCTION 1,D,L.A. W N-- 6172 KIRK STREET W RIVERSIDE, CALIFORNIA 92506 Z e 011�-or (909) 683-1283 � FAX (909) 683-4352 0 ------ V) Li I � W RESTROOM ARCHITECT GUALDA & ASSOCIATES I � P.O. BOX 231129 ENCINITAS, CALIFORNIA 92023_1129 (619) 632-5328 * FAX (619) 632-7435 ELECTRICAL ENGINEER — � 6TH STREET J,,D#S#A# 3780 12TH STREET, SUITE B SCALE: 1 40 RIVERSIDE, CALIFORNIA 92501 ' = (909) 787-1957 + FAX (909) 787-8602 PROJECT SITE PLUMBING ENGINEER NACK ENGINEERING A � 3551 CAMINO MIRA COSTA, SUITE K-2 �T��� Ro. SAN CLEMENTE, CALIFORNIA 92672 (714) 443-3751 VICINITY MAP N.T.S. *D* *A* Ian Davidson, Landeoape Arohiteot 8172 KIRIK STREET RIVERSID11, CA 92608 gog Asa 12e3 . PAX 909 ssa 4862 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL : Designed By Drawn By Checked By Drawing No . ._--------------------------_---____ SCALE 4p,NpSCq,o�r RECOMMENDED C❑M ME N DE D B Y � •� DATE E � _ Contractor U.S.C. & G.S. N0. J-63 AT 1EI�ECULA ON WESTERLY �� opviosoN ti q� IJD JT IJD � ���� CITY F TEMECULA DEPARTMENT OF PUBLIC WORKS CORNER OF FRONT AND MAIN STREETS. BRASS DISK Hor t zonta l ti ? y Plans Prepared Under Supervision Of SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. � � � ACCEPTED BY : x"�' �� DATE � �'Z1-9'6 � SHEET Inspector 1.5 NORTHWEST OF THE EAST CORNER OF A DOOR 1 =20 -0 * s 9n ure , ' /' �� G�� �ITL�1 COLUMN AT THE EAST CORNER OF THE OLD � Date C� � r PRINCIPAL ENGINEER, FOR CITY ENGINEER Dote Conpleted NATIONAL BANK BUILDING. Vert i ca l UP�r a e . N J. DAVIDSON �rEx°. e"° o� 2651 6/30/97 � 12-31 -99 ,�,� SIXTFI STREET �'ARI(ING PROJECT ee � ADJUSTED: 1970 ELEVATION: 1005.651 N/A OF CP�-�� � R � L � A � Expires No. 47180 Exp�res� Sht 1 Uf 9 � Sy��T G�g �.. i 1 1 4 8 II 411 : i ----------------------------------------- 2 P.A. :Iar 1'UiZ)INN; P.A. 40 . V. BI N 11 2 � •• . UP : 1 -,-- 4 12 5 STEPS 10 10 , 14 r,... 1,...1 10 r. c•� 15 LIMIT OF CONSTRUCTIONLd Ld P.A. 17 6 STEPS 2 3 o 45 M. DOCK EAR P.A. (TYP.) � E I 3 m n C", n PPA. ° . . r Ir , . . i • . . 1 .A. I I .I I I ` 'f V) 1 I I I I 1 mot- ° i 1 ,'/ '� 5 i 1 r I 01 1 4 TYP. ,o ' • I 4 #4 0 I W i ---1 I , i 1 O.O. 5�` O.C. 01 10 L�J I , I :. .. 1 I I �/ �� I 1 � •• rJl I I �+.. I .I '. 1 • I � � q tl' 2 EXIST. EDISON VAULT 1..1..J I r� i/,loo f I I i i :2 ST. LGT. CTRL. [ '1 •' 7 STEPS P.A. E 4 P•A ° • • • . i � • 1 3 STEPS P.A. 11 C+ONT I NUOUS FOOT I N 12 '��` ❑REST ROOM 16 79 � CLEARANCE c� 5 f �- LEOEND: NOT TO SOALL i 4" PCC FOUNDATION, EXTENDIN0 5" BEYOND ENCLOSURE WALLS 7 , 6 Ll . , I Ill , OVER 110% COMPACTED BASE. TT-1 1 1. -1 \ Ill I Ill -:11 1 D m all 8''x 161' (allx b"x 16" OK FOR SLUMPED BLOCK), 6' HIOH MA50NARY 1 5' S 1 i 7'-1' 1 WALLS COORDINATED TO COMPLEMENT SURROUNOINO ARCHITECTURE. 6 -4" 14' ' 8 6" SQUARE /16" THICK STEEL JAMB TUBES, CONCRETE FILLED. 2" CLEARANCE BETWEEN TUBE AND WALLS. GROUT ALL CELLS CONTAININ& 2" TUBULAR'. STEEL FRAME AND D I A(5ONAL BRAG I NO. CONTINUOUS 6th STREET WELD ALL JOINTS. FINISH W/2 COATS RUST INHIBITING FLAT BLACK PAINT. 611 x (►" FCC CURB. 6" THICK PCC LOAD I N0 PAD OVER qO% COMPACTED BASE, 4 MAXIMUM SLOPE. PEDESTRIAN LATE, CONSTRUCTED TO STANDARDS OF CONSTRUCTION NOTE 4. ACCESS RAMP ( USE WHERE RAISED WALKWAY IS TO BE INSTALLED). SCALE: 1" = 2 0' 9? RAISED PCO WALKWAY, 561, HIVE, METAL H I NOE, CONTINUOUSLY WELDED TO GATE AND JAMB TUBE. 0 10' 20' 40' S/16 METAL PLATE ,WITH SLIDE .BOLT ASSEMBLY WELDED IN PLACE (SEE DETAIL . ) 1211 11 x 15" CONTINUOUS FOOTI NO. LEGEND @ #4 HORIZONTAL RE-BAR. 1 CONSTRUCT WOOD BOARDWALK PER DETAIL # 7, SHEET L-5 (94 $04 VERTICAL RE-BAR 0 " O/C IN POO FILLED CELLS. @ #4 RE-BAR CONTINUOUS IN FOOTI N0 UNDER WALLS AND GATE OPEN I NHS. 2)-- CONSTRUCT STONE HEADER PER DETAIL # 6, SHEET L-5 CANE BOLT AND CANE BOLT RECEPTACLE SEE DETAIL SHEET . 3 CONSTRUCT TREE WELL PER DETAIL # 8, SHEET L-5 i 5If x a" R.5.0 OAK #2 4 BETTER PLANKS. SECURE TO STEEL FRAME W/ I/2" x 5" BOLTS 4 MALLEABLE IRON WASHER5. FINISH W/2 COATS ACRYLIC STAIN BY ZAR. 4)— INSTALL WOOD BENCHES PER DETAIL # 1, SHEET L-5 NOTE: ITEMS (&Q@ , 4 @ TO BE "SAN DI EOO BUFF" COLORED 5 INSTALL WOOD TRASH RECEPTACLE PER DETAIL # 3, SHEET L-5 CONCRETE BY DAVIS COLOUR (520-0-4000) WITH MEDIUM SANDBLAST FINISH. 6 CONSTRUCT DIRECTORY SIGN PER DETAIL # 10, SHEET L-6 Now 101� CITY OF TMECULA 7 CONSTRUCT STREET SIGN PER DETAIL # 9, SHEET L-6 DATE INIT, DATE TRAM JENCLOSURE DETAIL. $ CONSTRUCT BUS SHELTER PER DETAIL # 12, SHEET L-6 STEVEN W. CRESSWELL DETAIL. 20 PRINCIPAL ENGINEER R.C,E. NO. 47120 EXP. 12/31/99 STANDARD NO. 9 CONSTRUCT TELEPHONE BOOTH PER DETAIL # 11, SHEET L-6 10 INSTALL PARKING LOT LIGHT PER DETAIL # 5, SHEET L-5 AND ELECTRICAL ENGINEER'S PLANS (TYPICAL). (iD-- INSTALL STREET LIGHT PER DETAIL # 4, SHEET L-5 AND ELECTRICAL ENGINEERS PLANS (TYPICAL). 12 CONSTRUCT WOOD STEPS PER DETAILS # 13 THRU # 17, SHT. L--7 13 CONSTRUCT TRASH ENCLOSURE PER DETAIL # 20 THIS SHEET C)k^ &— C.M.V. RETAINING WALL PER CIVIL ENGINEER'S PLAN y 15 C.M.V. PILASTER PER CIVIL ENGINEER'S PLAN Ian Davidson, Landsvape Arohiteot 16 DRINKING FOUNTAIN PER ARCHITECT'S PLAN RoLoA# * 2661 6172 KIRIKT ET RIVER01DEs CA 92606 CONSTRUCTION RECORD DATE BY REVISIONS ACC DATE BENCH MARK SEAL. : Designed By Drawn By Checked By DrawingNo , SCALE p ' SC4 RECOMMENDED BY : DATE DEPARTMENT P P WORKS U.S.C. & G.S. NO. J-63 AT TEMECULA ON WESTERLY ae,v I GSOA I J D J T I J D �... O PUBLIC O S Contractor CORNER OF FRONT AND MAIN STREETS. BRASS DISK Hor t zon to Plans Prepared Under Supervision Of � SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. , �, $1 ' au« ACCEPTED BY _ DATE : LANDSCAPE CONSTR'UCTION Inspector 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR = 20 _ g D a-t e � PRINCIPAL ENGINEER, FOR CITY ENGINEER COLUMN AT THE EAST CORNER OF THE OLD V er t�co l �s I` �' . D A V I D S Q N NATIONAL BANK BUILDING. �S' v.E 6/30/96 ��r Date C�r�p l ete /q �. STREET �� 6/3 0/97SIXTfli'� A � �� Cp,1. 2�51 Expires R.C.E. Nr�. 47180 Expires: 12--31--99 Sheet 2 of 9 ADJUSTED: 1970 ELEVATION: 1005.651 r R.L.A. No, p i 30's 11 24" 24„ � o � o 0 0 . o 00 0 X 0 0 0 0 .-0 0 0 0 0' 0 0 0 o i; �Q_j + 48 I W W �= � W LIMIT OF CONSTRUCTION 48 36' , w 0 t$,_ )$ 0 24 24 � 0 4- V-- STONE HEADER 30" �� � w (TYP.) � L7 NOTE: ALL TREEWELL AND PLANTERS VI ' w TO RECEIVE G-1 (TYPICAL) � UL -TRUN w � I + o STONE HEADER- + + -+ 60" 0 (TYP.) + 36 + 0 MULTI R + -� o � o 0 of 30 6' + 24 2 ., 24 0 + V `4 O U SCALE: 1" = 20' o lot 20' 400 6fh STREET FLANTINO NOTES FLANTINO LEOENO SYMBOL. BOTANICAL NAME COMMON NAME SIZE SPAGINC I. CONTRACTOR 15 70 COMPLY WITH FEDERAL, STATE AND LOCAL LAWS D. CONTRACTOR SHALL BE PREPARED TO SHOW THAT PLANT 16. ALL TREES SHALL BE PLANTED A MINIMUM OF 2' FROM ALL PAVING, COMMENTS QUANTITIES AND REGULATIONS PERTAINING TO THE INSPECTION OF PLANT MATERIAL IS NOT ROOT BOUND TO THE SATISFACTION OF THE WALLS, BUILDINGS, MOWGURBS, HEADERS, TURF EDGE, ETC., UNLESS TREES MATERIALS FOR D15EA9E5 AND INSECT INFESTATION. T.G.S.D. INSPECTOR. OTHERWISE NOTED ON PLANS. I'7. ALL LANDSCAPE PLANTERS, GROUNDGOVER AND NEW SHRUB AREAS 2. FOR TREE STAKING AND SHRUB PLANTING REQUIREMENTS REFER TO 3. T.G.9.D. INSPECTOR RESERVES THE RIGHT TO TAG ALL PLANT ARE 6E MULCHED AT THE CONCLUSION OF PLANTING OPERATION. I" T-I PIGtGinUS r"G1Gem05G California Sycamore 60 BOX Min. A5 Shown Multi-Trunk Field Crown, I THE WORKING DRAWIN65 AND SPECIFICATIONS. MATERIALS AT THE NURSERY OF HIS CHOICE FOR USE ON THE PROJECT. DEEP LAYER IN AREAS OF GROUNDGOVER, 2" DEEP LAYER IN ALL � (SEE PLAN) Indiginous From Regimen SHRUB AREAS (CONTINUOUS). See Details F-I 1 P-21 f-q on Sht. L.-8 3. T.G.S.D. INSPECTOR SHALL APPROVE ALL PLANT MATERIALS FOR q. SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT THE T.G.S.D. ,� „ „ CONFORMANCE TO THE PLP�NS AND SITE CONDITIONS AND 7HE FINAL INSPECTOR'S PRIOR WRITTEN APPROVAL. �8. SOIL PREPARATION AND BAGKFILL RECOMMENDATIONS CONTAINED T-� Platanus acerifolia London Plane Tree .2� $ 56" BOX As ShOWn standard Form, Tri �P Stake, r7-�44-�✓6 PLACEMENT O� THE PLANT MATERIAL PRIOR TO INSTALLATION. WITHIN THE9PEGIPIGATIONS OR CONSTRUCTION DRAWINGS OR pDETAILS ARE FOR BID PURPOSES ONLY. FINAL SOIL "BIOOGIgOOCI" (SEE PLAN) Sew details P-I, P-2, P-1 on Sht. L-a CONTACT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DIGGING 10. IF A SPECIFIED PLANT SPECIES OR VARIETY 15 NOT OBTAINABLE, THE RECOMMENDATION FROM AN APPROVED AGRICULTURAL SOILS LAB PLANT PITS. CONTRACTOR MAY SUBMIT A PROPOSAL TO THE LANDSCAPE WILL DETERMINE THE ULTIMATE SOIL PREPARATION AND BAGKFILL ARCHITECT FOR GON5IDERATION TO PROVIDE THE NEAREST � T-3 Qvercus agrifolia Coast live Oak 48" 1 60" Box As Shown 48" Standard Form a 2-48", 2-60" Mix. (SEE PLAN) 60" Multi-Trunk, Triple Stake 4. CONTRACTOR SHALL CHALK OUT INTENDED TREE LOCATIONS FOR ALL EQUIVALENT SIZE OR VARIETY. , �-�� See I�E:tGIIS PaI, PaZ, Pm� on 5ht. L-a TREES OF 15 GALLON SIZE AND LARGER, AND CONTACT T.G.S.D. Iq. A COPY OF THE SOILS REPORT SHALL. BE GIVEN TO THE T.G.9.D. � 30" �� �� INSPECTOR FOR APPROVAL PRIOR TO DIGGING PLANT PITS. II. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE TO THE INSPECTOR PRIOR TO ANY WORK BEING DONE. THE CONTRACTOR T-� QUerGUS I�eX Molly Oak :24" $ BOX As Shown Standard, Double Stake ��_24, OWNER THAT ALL PLANT MATERIAL WILL GROW IN A �/IGOROU9 AND SHALL NOTIFY THE OWNER OFFICER OF ANY SOIL PROBLEMS THAT (SEE PLAN) See DFtQIIS P-51 P-CI on 5ht. L-a 5. ALL TREES SHALL BE EGtUAL TO, OR SURPASS "VALLEY CREST" HEALTHY MANNER FOR THE FOLLOWING PERIODS OF TIME: MIGHT AFFECT PLANT GROWTH. 0 T-J Heteromeles arbutifolia TOyOn 15 Gal. 4 24 BOX A5 Shown Shrub Form, Double Stake 8-15 Gal., 4-:24 STANDARDS FOR SIZE AND QUALITY. A. LESS THAN 5 GALLON SIZE: 60 DAYS. 20. INSPECTIONS: SHRUBS Falb SIZE AND QUALITY.(SEE PLAN) See Details p-3, (�-q on 5ht. L-a 6. ALL SHRUBS SHALL 6E EQUAL TO, OR SURPASS "HINDS" STANDARDS B. 5 GALLON TO 15 GALLON SIZE: 180 DAYS. A. INSPECTIONS WILL BE REQUIRED. 5-1 �i15tU5 purpurcus Orchid Ro�krose 5 Cal. �' D.�i. See Detail P-� on 5ht. L-e> III '1. CONTRACTOR SHALL USE NURSERY TAGS TO VERIFY ALL PLANT G. 15 GALLON AND LARGER (INCLUDING ALL PALM TREES): I ,� B. THE CONTRACTOR SHALL CONTACT THE T.G.S,D. INSPECTOR MATERIAL SPECIES, VARIETY AND SIZE IN ACCORDANCE WITH THE YEAR. AT LEAST 48 HOURS (2 WORKING DAYS) IN ADVANCE OF AN 05-2 Lovendula officinalis English Lavender 5001. 3� 0.G. '.`CGP oF�tGI� P9rJ on 5ht. L-a 5� PLANTING PLAN AND WITH THE AMERIGAN ASSOCIATION OF ANTICIPATED INSPECTIONS REQUIRED AT EACH OF THE STEPS NURSERYMEN "STANDARD OF PRACTICE." 12. THE GUARANTEE FOR EACH PERIOD SHALL BEGIN ON THE MATE OF BELOW: C� 5-3 Loucophyllum frute,5cons Texas Ranger 5 Gal. 5� C7.�i. See Detail P-J Oh 5ht. L-0 �8 FINAL ACCEPTANCE OF THE PROJECT AFTER THE SUCCESSFUL 8. PLANT MATERIAL SHALL BE HEALTHY, WELL-DEVELOPED AND COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. I. AT COMPLETION OF FINISH GRADING WORK FOLLOWING 'Gompactum' REPRESENTATIVE OF THEIR SPECIES AND VARIETIES. MATERIALS GROUNC�G0�1ER SHALL BE FREE FROM DISFIGUREMENTS, AND HAVE WELL-DEVELOPED 13. CONTRACTOR SHALL REPLACE ALL DEAD, DYING OR UNHEALTHY SOIL PREPARATION WORK. BRANCH 5TF2UGTURE AND ROOT SYSTEMS. CONTRACTOR TO COMPLY PLANTS DURING THE GUARANTEE PERIOD. 2• WHEN CONTAINER PLANTS ARE SPOTTED FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. � 0-1 Pelargonium pe,Ito tum Ivy Geranium 4" Pots 12 11 O.G. Triangulate, (Pink/Purple �"�IX� �(j�� WITH THE FOLLOWING CONDITIONS: 3. WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED g14. REPLACEMENT PLANTS SHALL MATCH THE ORIGINAL IN SPECIES, See Detail P-6 on Sht. L-a A. DO NOT PRUNE ANY PLANT MATERIALS PRIOR TO DELIVERY VARIETY SIZE AND CHARACTER. WORK HAS BEEN COMPLETED. 4. AT START OF PLANT ESTABLISHMENT PERIOD. WITHOUT SPECIFIC APPROVAL FROM THE T.G.S.D. INSPECTOR. 5. AT END OF PLANT ESTABLISHMENT PERIOD, PRIOR TO FINAL � 0-2 Rosmarinus �officinalis t?warF Rosemary 4�� f'�Ot!e� Ia" 0.0. Trion UlGItP 132 ACCEPTANCE OF THE PROJECT FOR MAINTENANCE. Pro'tratus See �etC11 l P-6 on 5ht. L-a B. PLANTS ARE SUBJECT TO INSPECTION FOR SIZE, SPECIES, 15. THE CONTRACTOR SHALL KILL AND/OR REMOVE ALL EXISTING WEEDS VARIETY, CONDITION, LATENT DEFECTS, AND INJURY PRIOR TO FROM THE SITE PRIOR TO THE START OF CONSTRUCTION. TREAT SOIL IN 0-3 Verbena "RGS berr Rose" Verbena ��� 1�Ot5 �8�� �.G. Trion U�Gi�P 21"� DELIVERY TO THE PROJECT SITE AND AT ANY TIME DURING THE ALL AREAS SCHEDULED FOR PLANTING, SEEDING, OR TO RECEIVE p y g COURSE OF CONSTRUCTION. INERT GROUNDGOVER MATERIALS WITH APRE-EMERGENT HERBICIDE See, f)etail P-6 on 5ht. L-a A5 RECOMMENDED AND APPLIED BY A LICENSED PEST CONTROL VINE G. MATERIAL DEEMED UNACCEPTABLE BY THE T.G.S.D. SPECIALIST. REAPPLY PRE-EMERGENT AFTER ROOTED 6ROUNDGOVERS �al0 A v-1 Parthenocissus tricuspidota BoStonVy .� � �7a� AS Shown See. f�)etgll P-4 on 5ht. L-& I INSPECTOR WILL NOT BE DELIVERED TO THE PROJECT SITE OR HAVE BEEN PLANTED. WILL IMMEDIATELY BE REMOVED FROM THE SITE IF ALREADY �.���•�• � V-2 Wisteria sinensis Chinese Wisteria 15001. As Shown Train to Wall 2 DELIVERED. Ian Davidson, Landevape Arohiteo See Detail P-4 on 5ht. L-a �t 1'i.L.A. • a86i NOTE: ALL PLANTING AREAS TO RECEIVE MEDIUM GHIPPER MULCH - I" IN GROUNDGOVER AREAS AND 2" IN ALL 5Hl?UB AREAS. 8172 IKIRH pTRIMDT ALL TREES TO REGEI\/E ROOT BARRIER RIVFllipIDPI, CA e2608 PHONE soa 683 12e3 . PAX soe 6834852 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEALS Designed By Drawn By Checked By / Drawing No , NOSCq RECOMMENDED BY _ � � - DATE : _ . ..z ,Ql! CITY ❑ F TEMECULA DEPARTMENT OF PUBLIC WORKS U.S.C. do G.S. N0. J-63 AT TEI�ECULA ON WESTERLY ��v�osoH�g I JD JT I JD Contractor CORNER OF FRONT AND MAIN STREETS. BRASS DISK Horizontal ��'�' � y P l a s Prepared Under Supervision ❑f SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. _ � a C.-� � ACCEPTED BY � �y DATE � 7'ZS q6 Inspector 15 NORTHWEST OF THE EAST CORNER OF A DOOR � 20 91 use Date (G� � 2� � k PRINCIPAL ENGINEER, FOR CITY ENGINEER � PLANTING PLAN COLUMN AT THE EAST CORNER OF THE OLD Vert t ca l ' AV I DSpN � ��NATIONAL BANK BUILDING. �`TgTEYp. 8/30/96 Dote Cor�pleted 0��\Q ADJUSTED: 1970 ELEVATION: 1005.651 N/A OF CP�-�F R.L.A. No. 2651 Expires 6/30/97 R.C.E. No. `�7180 Expires: 12-31-99 SIXTH� � I'REET PARKING PROJECT Sheet 3 of 9 -- VALVE NUMBER 1 20 G.P.M. 75 — _QTY. OF XBD-81 -VALVE SIZE 12 16 8 18 18 19 /�6 3 40 3 4� 3 4� 3/4 r Nay 3/4*ET. is U ifl 1 34 1 � 3/4 34 1 3 4� 3 4 1g 3/4 1/�' / . . / 34 4 3/4� 3/e c . 5 16 1" NOTE: L1 1 MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 1 " OFF ADJACENT HAR AP AN OTHER TA TYP 1 8 0DSC E D O E OBSTACLES � 3/4"V) A-0-NN L1 1/4 /4! 0.000 /4! 4'� 1 11L4: 1 w 3 4" lit, 1" 3/43/4to 3 3 3X 3/4 1 3 4� 4� � 34" 112 / / / / E I L__j 4 1 11/ 18 0 10 20 11 20 12 1 16 2 3 10 L1 it$ ilk 4 3/4 4» � / wwwwwww" I lil a" A 1 4' L! i 1 a 3/4 1 3/4� 11/4 3/4 ito3/4to 1 4! (D 11 1 El 3/4! 110 1 3 '� V 3/4M 1" CIM VC CJ 1 ................ 4' 1" 1 I F t= 1 SCALE: 1" - 2 0' M LEI INK I 0 10' 20' 4 0' ACTUAL POC LOCATION TO BE AS DESIGNATED BY WATER DISTRICT AND 6th STREET OWNER'S AUTHORIZED REPRESENTATIVE, CONTRACTOR SHALL VERIFY ALL PDC AND MAINLINE ROUTING INFORMATION PRIOR TO COMMENCING WORK. CONTROLLER SHALL BE RAIN BIRD MOD. # ISC--B+12 STATION CONTROLLER CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF ALL INSTALLED INSIDE A STEEL WALL MOUNTED ENCLOSURE (SEE LEGEND FOR TYPE). REQUIRED COMPONENTS DOWN-STREAM OF THE PROPOSED METER. LOCATION OF CONTROLLER AND ELECTRICAL PDC SHALL BE CONFIRMED WITH SYSTEM DESIGN STATIC WATER PRESSURE IS 75 PSI WITH A MAXIMUM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. DEMAND OF 20 GPM, CONTRACTOR SHALL VERIFY ALL PDC INFORMATION IN FIELD PRIOR TO COMMENCING WORK. SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL SYMBOL MANUFACT. MODEL NO. / DESCRIPTION DETAIL RAIN BIRD 100-GB BRASS REMOTE CONTROL VALVE WITH THE FOLLOWING EQUIPMENT INSTALLED AS PART OF THE ASSEMBLY: 1-19 �. .. RAIN BIRD 1812-SAM--10--LA-PCS--020 030 040 POP--UP SHRUB HEAD .20, .309 .40 30 5 FT 1-2 1 CHAMPION 200-100 1" BRASS ANGLE VALVE UPSTREAM OF THE CONTROL VALVE, IN RCV VALVE BOX 1--19 Q� RAIN BIRD 1$12-SAM-10-LA�-PCS -040/060/090/175 POP-UP SHRUB HEAD .39, .529 .799 1.57 30 10 FT I-2 RAIN BIRD ISC--B-SAT SATELLITE IRRIGATION CONTROLLER, SIZE AS SHOWN, WITH A SINGLE RAIN BIRD CCU-J COMMUNICATION I-22 DEVICE, AND A DATA INDUSTRIAL MODEL 800 LARC FLOW SENSOR INTERFACE UNIT <3 13 6 RAIN BIRD 1812--SAM-12- PCS-060/090/125/260 POP-UP SHRUB HEAD .65, .87, 1.3, 2.6 30 12 FT 1-2 INSTALL CONTROLLER INSIDE EQUIPMENT ROOM IN RESTRDDM BUILDING AS SHOWN, VERIFY ACTUAL Q O E C UAL LOCATION WITH ARCHITECT RAIN BIRD 1812-SAM--15--PCS -090 125 175 370 POP-UP SHRUB HEAD 1 1 7 1 FT PRIOR TO INSTALLATION. CONTRACTOR SHALL SUPPLY CONDUITS THROUGH BUILDING WALL FOR CONTROL WIRES, RAIN SENSOR � � e � / / / 93, .23, .85, 3. 0 30 5 1 2 „ WIRES AND DATA / TELEPHONE LINE. CONTRACTOR SHALL PROVIDE AND INSTALL A PIG- -TAIL ASSEMBLY FOR USE WITH RAIN BIRD 1812-SAM-15EST SST -PCS-060 125 POP-UP SHRUB HEAD 1 1 RADIO REMOTE TRANSMITTER. WIRE PIGTAIL TO CONTROLLER STATIONS AND LEAVE END EXPOSED INSIDE ENCLOSURE. / / u S uB E D .� , .21 30 4X15 FT I 2 NOT SHOWN RAINMAN RMII--24CR-WM WALL MOUNTED CONTROLLER ENCLOSURE, COLD ROLLED STEEL 1--22 RAIN BIRD 1806--SAM -5F-B--020 POP-UP SHRUB HEAD "TWO PER TREE .20 EA., .40 PER TREE 30 N/A 1--2 IM W.C.S. RG/RG-VR RAIN SENSOR IN VANDAL RESISTANT ENCLOSURE, MOUNT ON BUILDING SAVE AND WIRE TO CONTROLLER 1-22 „ [E] N/A 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN VERIFY ACTUAL LDCATIDN IN FIELD N/A NOT SHOWN VALCDN 5000 SERIES ANTI--DRAIN VALVE, 1/2 SIZE, THREADED I-6 , „ � P.D.C. 1 IRRIGATION WATER METER, VERIFY LOCATION, SIZE AND STATIC PRESSURE PRIOR TO STARTING WORK N/A AS APPROVED PVC PIPE 3/4" - 3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE I-24 NOT SHOWN RAINMAN RMBF--30-SS STAINLESS STEEL BACKFLOW ENCLOSURE, EXPANDED STEEL MESH TYPE 1--10 AS APPROVED PVC PIPE 2" CL. 315 AS MAINLINES 18" BELOW GRADE, ALL MAINLINE SHALL BE 2" SIZE 1-24 LANCE SWEENEY CONSULTING IM FEBCO 825YA, 1" R/P BACKFLOW DEVICE W/ A 1" WILKINS 100YSBR WYE STRAINER (80 MESH) 1-11 A APPROVED PVC PIP H 4 A VIN TWICE THE F" P Irrigation Design 4� � ,R S O ED C E SC O S SLEE G, W CE E O PI E OR WIRE BUNDLE CARRIED 1--23 g g 4/0 dater Man, went y Irrigation Moftmare (ED WILKINS 500HLR-1" PRESSURE REGULATOR, INSTALL ON BACKFLOW ASSEMBLY 1-11 . 28441 Rancho Calif. Rd. Suite X NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) 1-23, 1 -24 Temecula,, CaUfornla MOO ~ ' • 10 DATA IND. 220P--1" PVC FLOW SENSOR, WIRE TO CONTROLLER 1-15 909#695*23D7 4 1/0, 10 909.696.2407 Fax GRISWOLD 2000E--1" "EPDXY FUSED" MASTER CONTROL VALVE I--14 NO SYMBOL RAIN BIRD ST-03 GREY "SNAP-TITS" WIRE CONNECTORS AND PT�-S5 SEALER 1..-.-2g C� i*D* goo NIBCO 867 BRONZE BALL VALVE, LINE SIZE 1--16 Ian Da-vldson, Landsoape A rohlteot R.L.A. a 2oi ( RAIN BIRD 44 LRC QUICK COUPLER VALVE, INSTALL INSIDE A 10" ROUND VALVE BOX 1-18 6172 KIRKSTREET IVERSIDE, CA 92506 'HONE 909 68 1283 • VAX 91DO 683 4002 CONSTRUCTION RECORD :DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL " Designed By Drawn By Checked By /' Drawing No . SCALE o � ; TEMECULA�. RECOMMENDED BY DATE DEPARTMENT OF PUBLIC WORKS U.S.C. & G.S. NO. J-63 AT TEMECULA ON WESTERLY N i 0so I J D J T I J D FContrQctor Nor t zonta l �' , �'< <'� .] --,a CORNER OF FRONT AND MAIN STREETS. BRASS DISK P ( n s Prepared Un der Supervision Of SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. V__ D cx t o 6:2 , �t ;.� .InSpector 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR - �a of re 69 ACCEPTED BY DATE PR T Y COLUMN AT THE EAST CORNER OF THE OLD � � I NC I PAL ENGINEER, FOR C I ENGINEERZ' NATIONAL BANK BUILDING. Vert t ea l s �ex . e Dot�o sa ��' I DAV I DSCIN Dote completed p / / „� SIXTH Sr 1rr�.� 2651 6/30/97 47180Sheet 0f I�1 A ��F C� R,L,A. No. Expires R.C.E. No. Ex �res� 12--�1--`�9 ADJUSTED: 1970 ELEVATION: 1 Q05.651 / � P !1 it , tdo do 22-�/16 22-�/16 ' V 1 �I...nll - - �I 1 2 2 SECTION N.T.S. STREET LEOEND: ��11 IQ 'LANTERN' FIXTURE LUMEC L30 ,•?t rJ SEE ELECTRICAL ENGINEER'5 PLAN I d CRC MOUNTI NO ARM BY LUMEC 6 TENION MOUNT TO STEEL POLE �-- Q FIBERGLASS BANNER MOUNTING ARM AND BANNERS BY OTHERS TOP VIEW ON CONCRETE TOP VIEW ON BOARDWALK TOP 2 Q4 1/2 X I O LAO SCREWS ALL 4 5I DES � W/MALLEABLE IRON WASHERS 0 151, O.C. J r --- �- - STAGGERED BOLT THROUGH POLE f 1 LEGEND: BEVEL YqaOD 450 0 TOP ` d SPEAKER (FRONT STREET ONLY) 0 --- 4 I ArMERI CAN OAK D.F."� Yq/ I/2"/�(�I/2'1 TRASH BARREL. d RE VEAL 0 CENTER (ALL FOUR SIDES) 28 � y••, :� (NATURAL FINISH) 4 + •4 - •• 5 g�12'' R.S, O.F. TRIM (MITER ALL ........... . WITH HINGED LID I TOP) : . . -:•• CORNERS, BEVEL a AND LINER A5 2"X, i' R.S., D.F.TR I M, BEVEL TOP • •. r it SUPPLYED BY BARRELS ' I I I-III--III—I I •9 ( (2) I/2 XIG11 LAO SGREYgt5 EACH SIDEUNLIMITED, INC. ' W/MALLEABLE IRON WASHERS Am A (2041) 264 1558 I/ 411 AIR II (4) 3/4 X3O ANCHOR BOLTS, SEE ELEC. I =I I ICI I ICI I LEOENP: Q2 HEAVY DUTY 2"X211 = r CAP BOARDWALK (SEE DETAIL # "7) I ELL BRACKET (FOR ROLL CURB I DEVON BENCH # OV72F (JARRAH YSIOOV) MOUNTING ON CONCRETE) __= BY COMPACTED SUBCRADE PER SO I L ix 3 NATURAL FINISH AS SUPPLIED . EC END: WOOD SCREW W WASHER I 1 . . L = -��ti.�"-�. :' ENGINEER'S REPORT D.M. BRAUN 4 COMPANY (510) q2I--t344 _ a � .+I .40 11 ELECTRICAL CONDUIT FROM ELECTRICAL -�E3 (JARRAH HOOD _ _ _5T. ANDREWS BENCH SA•72 ) Q "' ` - - RE TO PAVING SURFACE AT ALL FOUR LEGS 2 SECURE - ' SUPPLY (24" MIN. DEPTH) NATURAL FINISH A5 5UPPLIED BY LAC SCREW . •.� ,� r.. - �� � � III iI1-1 I ' 1 CONCRETE FOOTING (2s5OO 'SI 2� DAYS) D.M. BRAUN 4 COMPANY (510) q21-1344 3 HEAVY DUTY 2"X2" CALF I 'ELL' BRACKET 5 5 EXPANSION SHIELD � '• : III j 11Q �-z 1- I-• I• �. 1 vIIMILLED ,� �r • � -_ ��� .... � � 2 �� R.S., D.F., 2 SECURE TO PAV INC SURFACE AT ALL FOUR LEC5 4 WOOD SCREW (2) 2 ��-__!____N���_- Q Q 6 CONCRETE PAV I NC = •' .. __ Q . ,..:+ _��:- -� 411X4" TUBULAR STEEL GORE, SEE ELEC. 11 I I 'ELL' 11 11 4 w SURF AEG E r REW 'w� ". WEATHERPROOF HAND HOLD COVER S HEAVY DUTY 2 x2 CALV. ELL BRACKET 5 5/5 � x 2 I/2 LAC SG 5 Q C -r K 6 Q BaARDWAL � . : . Q4 W000 SCREW (2) EXPANSION SHIELD (SEE DETAIL � 7) , .4'- ��. NOTES: . r -4440 . : .• - Yq000 BLOCK (FOR MOUNT I NC ;: I. WOOD MEMBERS TO RECEIVE 2 COATS 100% 5/5 x 2-I/2 LAO SCREW CONCRETE FAV I NC SURFACE /� 5 + °'` •, :' K (TYP) .`- . A ARYL I G STAB I N BY ZA�R Q6 .r: A. F + 2. Y�IOOD POLE TO RECEIVE I,2,3 OR 4 FIXTURE X EXPANSION SHIELD NOTE: , = NOTE: I5"� 00 MOUNTINGS (SEE PLAN) ��� T CONCRETE PAV i NC SURFACE �- FOR MOUNTI NC ON BOARD WALK, USE 5/5 (P X 3,�1/211 LAC SCREWrls. USE EXTERIOR MOUNT ON 5. ALL LUMBER R.5, D.F. # 2 OR BETTER NOTE: Yq/WASHER. LAC INTO BOARD WALK. CONCRETE SURFAC I NO AND TIGHT KNOT, HAND SELECT FOR MOUNTING ON BOARD WALK, USE 5/S"0 X 5-I/2" LAC SCREW INTERIOR MOUNT ON WOOD SECTION/ELEVATION P4/WASHER. LAO INTO BOARD YqALK. BOAROP IAaLK N.T.S. N.T.S. SCALE: 1/2" I Fall N.T.5. IRMO CITY OIL TEMECULA CITY OF TEMECULA FMSIaNa � CITY 0F TEMECULA FOISIoNs a"Wo CITY 0F TEMECULA DATE INIT, DATE TRASH RECEPTACLE DATE INIT, DATE STREET LI6HT DATE INIT. DATE DATE INIT, DATE WOOD BENCH (BACKLESS) AT E30ARDNALK YqDaD BENCH S v E DETAIL. # I DETAIL.W. CR SS # 2 TE EN DETAIL. # W. R DETAIL # 4 PRINCIPAL ENGINEER PRINCIPAL ENGINEER PRINCIPAL ENGINEER . STANDARD NO. PRINCIPAL ENGINEER STANDARD NO. STANDARD N❑ . R.C.E. NO. 47180 ESP. 12/31/99 R,C.E, N❑. 47180 EXP. 12/3 / R.C.E. NO. 47180 EXP. 12/31/99 STANDARD NO. R.C,E. NO. 47180 EXP. 12/31/99 LEGEND: VARIES I 'LANTERN' FIXTURE LUMEC L50 (SEE PLAN) II 11 11 5EE ELECTRICAL ENCI NEER'S PLAN •.• . 22-•1/16 22-1/16 .. - 1. .• ' If GRO MOUNTI NO ARM BY LUMEC . • •- POLE .- TENION MOUNT TO STEEL .• .. 0 •r.• OR PER PLAN A5 BEVEL HOOD 45 0 TOP .. _ ... 4 1V 0 0 -(D 01 2 XS R.S., D.F. REVEALIAD :!�i 0 0 0 CENTER (ALL FOUR 51 DES) 0 0 Ofe - 1/2"XI a'' LAO SCREY�l5 ALL 4 51 DES o ° a ..: • . : . MALLEABLE IRON WASHERS 0 I a O.G. W/ .- .. 4 4 •• - :r•, •d:: STAG G ERED, BOLT THROUGH POLE •• .- . - '. ZA2R.S. D.F. TRIM (MITER ALL ° a ° a .. low2 CORNERS, BEVEL TOP) a ° 0 ° 0 it 11 S I - �• � ~•• •?- a Q (2) 1/2 X 16 LAC SGREY6l5 EAC1� �E 3 - . - . . . "ALLEABLE IRON YqA5HER5 ° a QS CLOUT FILL . 4 TUMBLE STONE C RANI TE AS SUPPLY I ED • . . ., • . . •. . . 5Y GOLD 5PR I NO GRANITE CO. 0 0 ° o .� 0 4 (SOo)11528 7458 6 5/S WIDTH, VARY LENGTH ` MAXIMUM SLOPE I:2O FROM 5''-I2" I N RANDOM 1 PATTERN 1 2 ' 3 24 O.G. 5 5 2 1 •� GROUT JOINT TO BE 5/4 t LAYED ON I I BASE 6CONTINUOUS VERTICAL BED (TAPER q LEGEND: AS SHOM). SL.OPE TOP TO DRAIN 5 r I FIN 15H ORADE t14a WASHED RIVER - 6 4 - - - • . I I ELECTRICAL CONDUIT FROM ELECTRICAL I STONE EMBEDED f t *— .___- _____ - - - 5 SLOPE 1I I • : I-I III III III=1II-�=1I - SUPPLY (24 M I N. DEPTH) I N GONG. SLURRY "• .• .,. _ . . ." - . DAYS) TO DRAIN I �.: 1= 1�_ .• �: •: ,, 1 CONCRETE FOOTING (2,500 PSI 0 2a DA ) -- =1I II :� • f. 41 .w._..� Q2 GONGSLU Y FaaTlNa(/ 2llXw" R.S.� D.F MILLED 3O 1# III II I V; - 1 - 1/4 AIR 4 X4 TUBULAR STEEL CORE, SEE ELECTRICAL •_ (CONTI NUOUS) (BUR`') LEOEND: 4 • ' I 4''XS" D.F.(AGZA P.T.) EDOE MEMBER SECURE TO ROLL CURB WITH 2 , •, • Q 11 P AND BOTTOM LEOEND: �'�� ; � Q COMPACTED SUBORADE t'ER SOIL � FINISH C RADE HEAD NAILS 012 O.C. (CONTINUOUS) TO 11 Q �i� H� A ( '' A ENOI NEER'S REPORT 4 12 T= 2 Q5/&"0Xb" LAO SCREYq5 WITH WASHERS (COUNTERSINK INTO SURFACE) 8 X Sl RAILROAD TIE CURB (NOTCH GARNERS AS SHOWN) WEATHERPROOF HANDHOLD COVER Q4 #5 REBAR CONTINUOUS FINISH WITH GLUED DOWEL PLUGS FLUSH TO SURFACE f _ 2 I"�x 12" LAC BOLT WITH HEAVY DUTY MALLEABLE IRON WASHER : 4" TO 12" IN RANDOM PATTERN NOTES � BOAtRDWAL.iC MEMBERS VARY WIDTH FROM •� .. NOTE: COUNTER SINK BELOW LEVEL OF TIE • 1. OASTS lOO ' ALL MEMBER TO BE 5 THICK D.F., #2 4 BETTER, 545, ACZA P.T. +1 WOOD MEMBERS TO RECEIVE 2 C TAIN BY ZAR STONE HEADER GONFI CURATION LAYOUT TO BE APPROVED 1/5`' CAP BETWEEEN MEMBERS � 12"XIa" 2 SACK CONCRETE SLURRY FOOTING CONTINUOUS 1 ACRYLICS -I' A BY LANDSCAPE ARCHITECT PRIOR TO FINAL PLACEMENT. 3"X6t1 D.F.(AGZA P.T.) JOIST MEMBERS 0 24"O.G. (TYP.) R 4 FIXTURE .:r•-,1.._ :.:; ...= 2. WOOD POLE TO RECEIVE 1,2,3 O . , .. 11 11 4 GALVANIZED EXPANSION SHIELD I MOUNTINGS (SEE PLAN) Q5 2 X6 D.F.(ACZA P.T. 50LID BLOCKING - '. _.•:' ' ' R R.5 D.F. 2 OR BETTER I ST STRAP HARDWARE 0 36"O.C. (TYP.) PARK I NC LOT PAV i NC (SEE CIVIL ENGINEER'S PLANS) �. ALL LUMBER Q6 SIMPSaN JO .. ; : °. TIGHT KNOT, HAND SELECT • 11- �� I I I I SECURE JOIST WITH 5/5''�X3-1/2'' MACHINE BOLTS (TYP.) u. C 6 COMPACTED SUE36RAVE PER SOIL ENOI NEER'S REPORT --I :•r ' =1 a XS CONTINUOUS CONCRETE SLURRY FOOTI NC �2 �A 4' MINIMUM AGGREGATE BASE POTENTIAL PARK I NC LOT 1.I GHT FIXTURE BASE (SEE DETAIL L. 5 4 ' ••: .. 4 O RADE AND ELECTRICAL PLAN) Q FINISH @A1 COMPACTED SUBORADE PER SOIL ENO I NEERi 5 REPORT POTENTIAL TREE TRUNK (SEE PLANT I NO PLAN) 411 "T ' R CONCRETE ROLL CURB PER CIVIL ENO i NEER'S PLANS NOTES: *1 if0 2 � 6 Q2 STREET PAVING PER CIVIL ENC I VEER'S PLANS 1. ALL TREES TO RECEIVE A ROOT BARRIER AS SUPPLIED BY 11 36 t SCE. . DEEP ROOT CORP. 3 STONE HEADER (SEE DETAIL # 6) WHEN ADJACENT TO 2. SEE STAN�ARD PLANTI NC DETAILS. N.T.S..SECTION/ELEVATION SECTION A-A SCALE: i/21=II-,O11 SCALE: 11"11- /1 PLANTING AREA SCALE: I/21=I1- 11 CITY OF TEMECULA �tns�ar�a TEMECULA CITY aTEMECULAr��oNs VPWM CITY OF TEMECULA MMMONS � CITY OF TEMECULA MMMONS APPWM DATE INIT, DATE BaARDWAI�[ DATE INIT, DATE PARKI N0 LOT PL.A�NTER PARK I NC LOT LI&HTIN6 DATE INIT, DATEDATE INIT, DATE STONE HEADER - TE E CR E �#c E EN W. R DETAIL D S ST VE R SS EL DETAIL � � DETAIL � PRINCIPAL ENGINEER S E W. C S E L DETAIL # � PRINCIPAL ENGINEER PRINCIPAL ENGINEER T N STANDARD N❑. PRINCIPAL ENGINEER PRIN STANDARD ND. STANDARD ❑ R.C.E. NO. 47180 EXP. 12/31/99 STANDARD NO. R.C.E. NO. 47180 EXP. 12/31/99 R.C.E. NO. 47180 ESP. 12/31/99 R.C.E. N❑/ 47180 ExP. 12/31/99 ACC'D T BENCH MARK SEAL : Designed By Drawn By Checked By � ,,� Drawing No . CONSTRUCTION RECORD DATE BY REVISIONS DATE SCALE : DATES _ Y DEPARTMENT OF PUBLIC WORKS �DSCAX�, I JD RECOMMENDED B �W alp G.S. NO. J-D3 AT TEMECULA ON WESTERLY ON."11 r DsoH q I J D J T U.S.C. & � t�, �o ti - Contractor CORNER OF FRONT AND MAIN STREETS. BRASS DISK Hor zonta P 1 a s Prepared Under Supervision OP L SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. c� ! ACCEPTED B Y : DATE : c� --� LANDSCAPE' T F THE EAST CORNER OF A DOOR AS SHOWN 5 a uCONSTRUCTION DETAlLKlj'*- COLUMNIns ector 1.5 NORTHWES 0 E Date PRINCIPAL ENGINEER, FDR CITY ENGINEER p AT THE EAST CORNER OF THE OLD 1 . Vert i ca l � s A DAVIDSON NATIONAL BANK BUILDING. �► Exp. 0/30/98 I YSheet 5 6.f�,,,9 Date CompletedqT� �p 51 6/3 0/97 47180 Ex �res= 12--3I—99�6 Expires R,C.E, No. pp, AO 9� �A� / aA o. �T �� No. 7 art/ ADJUSTED: 1970 ELEVATION: 1005.651 1 N/A OF CA�-� R.L.A. No. ` � =s 41 D 11 7 irr- ----------- --------------------------- ------- LEGEND: -..-..---- --- --- --. -- -- i r��� --, 1 1 1 1 1 1 i ; 11 11 I 6"xG" R.S., D.F. POST II IIiiI1s 0 II i 2 ;I I sI! sI 1 i 1 1 Q 5IM PaO N POST BASE HARvN AR E (MOTEL *0 0566) 0 EA. F05T STREET -- -- --------- aNAME (SECURE P05T YqITH (2) 5/Z"(PX6' MACHINE BOLTS) � 2 X12I R.S., D.F. TRIM (MITER ALL CORNERS, BEVEL TOP) 7 !H I CONCRETE FOOT I NC (2j500 PSI 0 2Z DAYS) Y4/#4 VERTICAL REBAR 4 ONE #5 T I E 0 TOP 4 BOTTOM DAVIS, SAN D I EDO BUFF IN OAL COLOR 5. ( '.) � - III I 1 I- ; ; 5 I XZ R.S.,D.F. TRIM (MITER ALL CONNECTIONS, BEVEL TOP) I- 111 1 Q � � , �t L1..,1 I I _____________ ___________ ___ ; ; d 4 R.S., D.F. D I AOONAL BRACE WITH DECORATIVE PATTERN, AS SHOWN d) RONT ST. "TELEPHONE" II II . LoDa TELEPHONE SANDBLASTED INTO 6 X6 D.F.(P.T.) WoaD MEMBER -- _ _ -- , LETTERS TO BE " H I O H, LETTER STYLE: 'TIMES' 4'`R FRONT 5T. OR Y -- --_ ____-_- -- ___.---_ ''--------------- �, 28 DAUDE DALVAN I ZE0 CORRUOATE12 STEEL 51 D I NO AND ROOF (ZACTIOUE BY BHP o , 4 AS APPROPRIATE o09011I i (ZOO) 726�-2727, 1/2' COOR I O AT I ON), OVER T-I I 1 PL1�'WDO1� W/5I D I NC S 1 DE DOWN, Z"O.C. OROOVES RUNN I NO PERPENDICULAR TO STRUCTURAL PLAN VIEW u� ; LEGEND: ! TOP VIEN — SECTION ROOF FRAMINO PLAN MEMBERS _J Q5 itXZ" R.S., D.F. POST r I/4it Q PHONE CONDUIT (LET INTO PEAR POST) WHERE EXPOSED, PAINT TO MATCH 5TA I N m 2Q CONCRETE FOOT I NC (2j500 PSI 0 AIR DAP I PHONE PANEL (HANDICAP ACCE55I BLE) 2& DAYS) W/DAV I5 .. I I --i- 2 a 4.6" PER LOCAL TELEPHONE COMPANY SAN D 1 EOD BUFF I NTEORAL COLOR -1 N%.of 1 S FINISH CRAVE (SOD) 65&-44441 #4 VERT. REBAR •: ;}. • ; .• i I =1 I�I I .. ICI I FE11 11 E1 I ,','•: I I Ii1 71F, I I I • I I I 1� COMPACTED SUBORADE PER SOIL ENO I VEER 5 REPORT 4 ONE 5 TIE 0 TOP 4 BOTTOM . — — r�1,. 1. III—III—I I L=1 I L--- -I 11= I I- I I I—I I I I LEI I I =1 I—I I ` r Is:•..r r. I�.ter• 1 •� 1/2"X1/2" REVEAL (ALL FOUR SIDES) I I�I 1 . s1: �:� iil Imo__-I I�I I �•• r'�I i I i� 11=1 I I �:• I y =1 I � � 5/4" THICK ADx PLYWOOD I--I =�--.]If r i w - 4 2"XZ" D.F. STREET SION WITH ''ICI I ;1 . '1= ry I I�I ICI I�—I ICI I :1. '1- _4 I I F' I 1=1 I I ,r:- 1 �O --- I LIGHT FIXTURE III i," 1.;I I__•__I I —I —I I�—III—I i r. I I M I DECORATIVE PATTERN AND LETTERS •r 4 :� - .r I I. III VANDAL RESISTANT FLUORESCENT, DAMP LABEL WF HARRI S • '• r I I L I I : . 5 FRONT ELECTRICAL CONDUIT (LET INTO REAR POST) WHERE EXPOSED, PAINT TO (LETTER STYLE: 'TIMES') �.. ',:� �•. 'is r �� r-•. .� 1 1 r.41• r..4 -:III f:.41 MATCH STA I N COWBOY LORD SANDBLASTED INTO -I I 2" THICK D.F. WOOD MEMBER 12" � EOENO �- .� �'. .�` �. •�L � 4 � � 1� 211X4'' D.F. ADX FRAMING �..... 1 SECURE LOOD AND SIGN TO PaST WITI-f 1 D.F. POST � �� 611Xb 11 R.S., :. 17 5 4" THICK EXT. PLYWOOD TOP (OVER FUR OUT AREA�J /�� it Q / ) LAO SCREWS A5 REQUIRED 5IMP50N POST BASE Hr�RDY�IA�RE (MODEL # GB66) 0 EA. P05T 12 2"XS'' D.F.STREET SION W/DECORATIVE _ CONCRETE PAVEMENT Q (SECURE POST Y�II TH (2) I/2 4�X6 MA�GH I NE $GETS) _ � PATTERN FOR ADJO I N I NC STREET � 2"X 12" R.S, O.F. TRIM (MITER ALL CORNERS, BEVEL TOP) A d o � r W/ DAV 15, SAN DIE 6 D BUFF I NTRECAL COLOR Q (SCREW TO POST WITH LACE SCREWS 4 CONCRETE FfJOT I NC (2,500 PSI a 26 DAYS) W#4 VERTICAL REBAR 4 ONE #5 TIE X r 1 11 Q g x6 R.5., D.F. FA501A AS REGU I RED) 0 TOP AND BOTTOM _ �1 _ I Q m �� I"Xb" R.S., D.F. TRIM (MITER TER ALL CORNERS BEVEL TOP) I '�. r MITER ALL CORNER CONNECTIONS � 4 xZ (SCE.) R.S. D.P. GAP Q _ Q J -~- -- --- - -- MITH BEVEL AS 5HOWN D.F. BLOCK TRIM LAO SCREN TO FRAME COUNTERSINK d � m � it l — — — L ) 2 XZ (SQ) L (2) 1/2 (PX12 MACHINE BOLTS AT EACH POST (COUNTERSUNK Y�l/WA5HER5) � 1 Q I—III III—I I 1 •�•`�- FINISH RADEDIRECTORY Z FIN 5 O Q 51ON (BY OTHERS) CAN BE 51 NOLE OR DOUBLE S 1 DED ,, 1/411 x6 R.S., D.F. RAFTERS COMPACTED SUBCRADE PER SOIL a 'COWBOY' LOOO 5AN05LASTE12 INTO 211 THICK 12"(P D.F. kgOOD MEMBER, LAc SCREW AIR SAP TO FRAME, (2 LOOO5 FOR 2 SIDED SION) __� . � 0 4: � 2Z CAUCE GALVANIZED STEEL CUTTER, ZAGTIQuE BY BHP (&00) 726 2727 ENO INEER S REPORT X 4"Xb" R.S., D.F. DIACONAL BRACE WITH DECORATIVE PATTERN AS SHOWN =_= S =__= 2 iZ a� I I . 1 � . Q 1- NOTES: 2Z OAUOE OALVANIZED CORRUOATEV STEEL, (1/2" GOORIOATION. ZACTIQUE BY BHF .;:I: , . ..�. :, ._ ti . .+:; I •r ',�; • - • V.; r NOTES: 1 2 1. ALL WOOD MEMBERS TO RECEIVE 2 GOATS (ZOO) 126 2�12`7)1 OVER CONTINUOUS 1/2 COX PLYWOOD BACK I I L—I I I�� � ° .' � ~ I I 1=1 I I I I I� �r r I. A W OD MEMBERS TO RECEIVE 2 COASTS 100% ACRYLIC STAIN BY ZAR «- - . �- I . ALL O E . '{ - 100916 ACRYLIC I G STAIN BY ZAR. FOR ONE SIDED 51 O N, OMIT FOR DOUBLE 51 DED SION �� ,�: � ,T11 rp . I I 1=1 I I=1 I I=1 I I=1 11=1 I ,. ;, o I=1 I I �; f—III=1 11=I I f=l 1■ III • • •' •• 1 IFINISH GRADE -- r• 1 r I r •w T 2. ALL LUMBER TO BE R.5., D.F. 2 4 BETTER ER S45, TI OHT KNOT, HAND SELECT. r .� TT~���� r .� � I 2. ALL LUMBER TO BE D.F. #2 4 BETTER COMPACTED SUBORADE PER SOIL ENGINEER'S REPORT 1... r I�I=1 i I=1�I-=i i I=i i I—i i r..• 1 n 'I 'rrw.r. 11 545, TIGHT KNOT, HAND SELECT. ;�: �, ;�: �:• �, 24 NOTES: 1. ALL HOOD MEMBERS TO RECEIVE 2 COATS 1 DDT ACRYLIC STAIN BY ZAR. . ; . r. ; . , . 11_ 1 " 2. ALL LUMBER TO BE R.S., D.F. #2 4 BETTER,545, TIGHT KNOT, HAND SELECT. SCALE: 1/2 -I -a SCALE: 1/211=I'-a'' I ,oll II 21_all II� � CITY OF TEMECULA I�SIaNS � CITY OF TEMECULA �sIoN CITY OF TEMECULA DATE INIT. DATE STREET 5ION DATE INIT. DATE D I RECTORY FRONT ELEVATION SIVE ELEVATION DATE INIT. DATE TELEPHONE BOOTH STEVEN W. E DETAIL # g S EN W. R S E DETAIL # 10 "= 1_ TE E W. E DETAIL # II PRINCIPAL ENGINEER PRINCIPAL ENGINEER SGA�LE. i/2 I ° PRINCIPAL ENGINEER R.C.E. NO. 47180 EXP. 12/31/99 STANDARD N❑, R.C.E. NO. 47180 EXP. 12/31/99 STANDARD NO. R.C.E. NO. 47180 EXP. 12/31/99 STANDARD N❑. LEGEND: 11 11 7 X R.S., D.F. POST TOWARD STREET == 2Q S I MPSON POST BASE HARDWARE (MODEL # CB66) 0 EA. POST (SECURE POST WITH (2) I/2''d�XZ" MACHINE BOLTS} � 6 12% "xl2" R.S., D.F. TRIM (MITER ALL CORNERS, BEVEL TOP) ! 4 CONCRETE FOOTI NO (Z500 P51 0 2Z DAYS) W/#4 VERTICAL REBAR ONE *� TIE 0 TOP 4 BOTTOM 11 Q,II W/ DAV I S COLOR SAN D I EDD BUFF WOOD BENCH (SEE DETAIL #2) 411 11 R.S. V.F. D I AOONAL. BRACE WITH DECORATIVE PATTERN I 1 it ; l_ A A5 SHOWN, BOTH-ENDS 4-0 11 �i Z x� R.S. D.F. WOOD RAIL MEMBER 1, Q . 11 R.S., D.F. FASCIA TRIM, 4"X&V.F. ROUGH SAWN RIDOE BEAM 28 O AUOE OALVAN I ZED CORRUGATED STEEL S I D I NO, ZACT I QUE BY BHP = Q p ';I (&00) 726-2727, 1/2" COORRIDATION, OVER T-111 PLYWOOD, II STANDARD CRAVE W/S I D I NO 51 DE DOWN, O.C. GROOVES RUNN I NO PERPENDICULAR TO 5TURUCTRAL MEMBERS 1 Z"OX I O" LAO SCREW W/WASHERS (COUNTERSUNK) INTO WOOD POST 1 ' II 'COWBOY' LOCO SANDBLASTED INTO 2" THICK D.F. WOOD MEMBER o Q _ 1211 VIA, I If 1k.■ i.l•s 1 '1= 'w �'I �I I f=1 I�I I�I I r`""III--I i II(II 1 I-�1 I I• I I- M.:- r III-`--I I I- FINISH C RADE I� III �, . s.. _ �,...• I ..,� -, � 3. •.,�- — _ _ — — _ .r • a: '.•r. T •- I�I I •.. : :. �. . 1.�I I(--I I(—III III III 1 i� i�T� i� i� =1�i�� - �� Ti COMPACTED 5UBC RAt�E PER SOIL ENO I NEER a REPORT -I 1 •'-. .•r• — — �• ���•,#. 1 .� •�-� •� ., ,. �.� , I : - 1 III IIL III III III III . r : III III III III ilf�.11l III III III III III I I „ it =1 '- I. �T1 rr=-- iT�Ti�TT- 1 11�TT�i 1�I ��• .�; � I XS R.5., D.F. TRIM (MITER ALL CORNERS, BEVEL TOP) • •.. III—I"-' -�I I-)I -�I I r �r - - r .• r r; .4 :.�. 1 I ;:r- ------------ �:, 1 5 CONCRETE PAVEMENT t ': r' W/ DAV I S COLOR SAN D I EOO BUFF IN TREC AL COLOR 16110.0. ® DALVAN I ZED STEEL CUTTER, ZAGTI QUE BY BHP (aOO) -r26-2-72� 1�"0 (TYP-) 7 DALVAN I ZED RI OE FLA5H I NO, ZACTI QUE BY BHP (ZOO) 726-2727 Q L 1 CHT FIXTURE -- BECA g4575 CT55, PENDANT MOUNT, CAST ALUMINUM (R ELECTRICAL CONDUIT (LET INTO POST) 2 I7 PAINT TO MATCH STAIN WHERE EXPOSED 2 8 6"XS" R.S., D.P. RIDOE BEAM I 21 61IXS" R.S., D.F. POST g I @ S I MPSON AC TYPE POST GAP W/HARDWARE _--I 5 Xa R.S., D.F. RAFTERS (TYP-) 0 1 D.G. W/ 51 MPSON STRI P 0 EACH RAFTER a S I MPSON STRAP (TYP-) 1 % 0_� :' SIMPSON "TEE" CONNECTOR W/ HARDWARE 25 NOTE: 1. ALL WOOD MEMBERS TO RECEIVE 2 GOATS 100% ACRYL I G STAIN BY ZAR. 2. ALL LUMBER TO BE R.S., D.F. #2 4 BETTER, 54S, TIGHT KNOT, NAND SELECT. am$[= m CITY OF TEMECULA DATE INIT, DATE BU5 STOP SCALE: I/2"=I I�,QII TE E RESSWE DETAIL. # 12 PRINCIPAL ENGINEER STANDARD NO, 4A R.C.E. NO. 47180 EXP. 12/31/99 CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D DATE BENCH MARK SEALS Designed By Drawn By Checked By �,, Drawing No . SCALE oS _ CITY DEPARTMENT WORKS q REC❑MMENDED BY DATE DEPAR MEN ❑F PUBLIC C U.S.C. & G.S. NO. J--63 AT TEMECULA ON WESTERLY q� av I usoN q I J D J T I J D7 P V�� CI Contractor t � ��' o ti �' CORNER OF FRONT AND MAIN STREETS. BRASS DISK Hor I zon o -� Plans Prepared Under Supervision ❑f SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. a �• T ���s-p� AS SHOWN °C -� � ACCEPTED BY DA E Inspector 1.5 NORTHWEST OF THE EAST CORNER OF A DOOR _ � ,ur �' '� PRINCIPAL ENGINEER FOR CITY ENGINEERLANDSCAPE CONSTRUCTION DETAILS COLUMN AT THE EAST CORNER OF THE OLD Dote NATIONAL BANK BUILDING. Vertical ,s Ex . a 3o gs I�r' I A DAV I DS❑N Date completed p / / . N A OF CAS-��O R.L.A. No, SIXTH STREET PARKING PROJECT 2651 Ex I res 6/3 0/97 R.C.E. No. 4718 0 12--31--99 Sheet 6 of 9 ADJUSTED. 1970 ELEVATION. 1005.651 p Expire s w f ' 1211 Ar ' B � I ' ! EQr I EQ. f 2 24'' ' dop .0 dip A. 00 'If OA LL_ 4 NMI- ' I ,'•4: . I U.,. . ____ --- - 6 I = ul _ 0 0 le LTJ a o a s a ---- '-- CS 0 2 0 a LU a O 1 ' NOTES: 1. ALL WOOD MEMBERS TO RECEIVE 0 ° O _____ __- q ° ° ° 0 ! ! 2 COATS 100% ACRYLIC I G STAIN l 0 0 0 0 0 � �___= o L_J BY ZAR � r7 ° a PER LOCAL CODE rf 2.ALL LUMBER #2 OR BETTER ` o a o 0 0 ;r TIGHT KNOT, HAND SELECT A LEGEND: Iffi — 11�,; SECTION B- 3 2"X4" D.F. BLOCK TOP 4 BOTTOM W/COUNTER SUNK I I(�) SECTION �-� L D. --r B I f (USEY SHIELD 4 RAILMASONRY D.F. � MASO � R 2 ASHEI/4' L SOREN INTO PICKET O / LAO SCREW W/W , LEGEND: �-- —,, I 2"X6 ' R.S. D.F. RAIL - TOP 4 BOTTOM •= I I--III (COUNTERSINK) - CLUE DOWEL FOR M • 11 X 11 TOP - OTTOM TO ATTACH TO PILASTER) ',y 2 I XI Rr5. D.F. TRIM 11 11 � � •• '• I � 5 FINISH CRA1�E '-•• ' TOE' RAIL DEN STAIRS - 3 � D.F. AGZA P.T., 2 OR BETTER 545 a t� �� Woa r D.F.DRIM TOP 4 BOTTOM =1 Q 2 Ix . 1 NOTCH FOR POST �[ C� 11 11 R.S. D.F. PI C�CETS 0 6' O.G. MAX. � WOOD GAS' (SEE CIVIL ENO. PLAN), Na 5/&"(Px6" LAC SCRENS WITH WASHERS (SEEETA I L � L-5) � ��I I i =••.':.. ,�-.--rl I I�. � 211 � C ALV. STEEL HAND RAIL 2 X2 . O BOARDWALK D , 1 11 - OF WALL (CB(06) (COUNTERSINK INTO SURFACE) FINISH WITH CLUED DOWEL PLUGS 2`'X2 D. I GKETS 611 D.G. MAx. ABOARDWALK (SEE DETAIL # -7, L-5) 6'aC6 D.F. 545 PAST I I SIMPSON POST BASE SET IN TOP .- UCH P05T W/5/S"(PX6'' FLUSH TO SURFACE. LAO INTO 5TR1 HOER. NOTES: 4 MA NRY PILASTER (SEE CIVIL ENO. PLAN) 1 S"(PX24" GONG. FTC. (2s5OO PSI IN 2& DAY5) CRouT FILL LL CELL, BOLT THRa Q 45° BEVEL BOLTS TS ANI� NUTS. 2 2"X12" O.F. STRINGER - SECURE TO MASONRY RETAINING WALL 1. ALL WaoV MEMBERS TO RECEIVE „ II 51MPSON POST BASE HARDWARE (MODEL � GB66) MACHINE NE L � BOTTOM W/GOUNTE� S7NK 0 „ � 2 x4 D.F. BLOCK TOE' 12' REVEL (4SII:?E5) 1/4 LAC SCREW INTO PICKET (COUNTER SINK) W/ 5/8 RED HEAD NAILS 0 12 O.C•. (CONTINUOUS) TOP BOTTOM 2 COATS 100% ACRYLIG STAIN/ � MASONRY SHIELD 3 1/2" REVEL C4 SIDES) ENO. PLAN TOP 4 BOTTOM. FOR TOP RAIL, 3� WALL (SEE CIVIL ENO I NEER 5 PLAN) BY ZAR S/8 AC SCREW, USE MAS ) MASONRY PILASTER (SEE CIVIL ) - 2-ALL LUMBER #2 OR BETTER a TOE' F WALL 4 45° BEVEL SECURE W/ �/8 ��C4 I/2 MACHINE NE BOLTS (TYP.) 8 3/P LAC SCREW W/ WASHER INTO POST FINISH WITH CLUED DOWEL PLUGS FLUSH TO SURFACE 4 PILASTER (SEE CIVIL ENO I NEERS' PLAN) T I CHT KNOT, HAND SELECT NOTES: (COUNTER SINK) OF TEMECULA RNSIo� CITY OF TEMECULA I. ALL NO D MEMBERS TO RECEIVE � CITY OF TEMECULA CITY T� �ov� T 2 GOAT I00% ACRYLIC STAIN DATE INIT. DATE DATENOODENSTEPS 0 VgALL BY ZAR RAIL,INC ® 5TE�'ITEms(D ��� DATE INIT. � � DATE INIT. DATE � V�AL.L ► ! / ♦ / ,� V gOOD RA I L I N 2.ALL LUM ER #2 OR BETTER �` 5. T HAND SELECT 9Y H E DETA I L � 14 T1 C H T K DETAIL � DETA I L # 15 1� 1 1� AL ENGINEER � 411�I 1—/111 PRINCIPAL ENGINEER 4 =I _a PRINCIP STANDARD ND. SCALE: / STANDARD NO. PRINCIPAL ENGINEER SCALE: 5/ R.C.E. NO, 47180 EXP. 12/31/99 • ,_ STANDARD NO. R.C.E. NO. 47180 EXP. 12/31/99 SCALE: 5/4 1 D R.C.E. NO. 47180 EXP. 12/31/99 LEOEND: 6 - T #2 OR BETTER 6 X6 D.F. S45 POS , m ..Tfl 45° BEVEL % 1:2 � 12" REVEL (ALL FOURSIOE5) _ i I I I I Ir =- 4 --- III— MASONRY BETA I N I NC WALL ==' (SEE CIVIL ENO I NEER'S PLAN) C'S LAO THROUC H PAST INTO WALL I a PLAN VIEW USE MASONRY EXPANSION 5H I ELD5r NOTCH LEC ER • � 0 5 12" AT NECESSARY �u a 2"(P CALV. STEEL RAIL 4:•� 2 IS"(PX24" GONG. FTO. (2,500 PSI IN 28 DAYS) 8 S I MPSON POST BASE HARDWARE (MODEL � CB66) . AL__a' Q ..• II••- :-'. II II II II IT II II II II Q BOARDWALK (SEE DETAIL # -7, L-5) WOOFED STAIRS 4 STRI NOER BEYOND r •` I 11 11 -- IDES LEC END 11 2 X4 D.F. LEDGER 0 POST FOR STAIR � � 11 " 11 11 D.F. STRI LACER 5O D.G. MAx. SPAG I NC �8 2`'X I O`' 0+F., ACZA P.T. LEDGER, CONTINUOUS 0 STAIRS 24 �i 4 X12 • NOTES: S I MPSON JOIST ST STRAP HAROW ARE (01566) JOiST HANOtR -- LAO INTO EXPANSION SHIELDS � 1. ALL WOOD MEMBERS TO RECEIVE SECURE TO STRINCER WI51S"Ox5—I1211 MACHINE SET IN MASONRY N LL 5 2 COATS 100% ACRYLIC STA I N BOLTS (TYP) SET IN CONCRETE FORT I NO 121'OX24" CONCRETE FORT I NO (2,500 PSI IN 2S DAYS) BY ZAR A 2-ALL LUMBER OR BETTER COMPACTED SUBCRADE PER SOIL ENOI NEERS1 REPORT T I C HT KNOT, HAND SELECT WOODEN STA I RS - 5"X6" D.F. #2 4 BETTER, 545, AOZA FIT. 51W OX(O" LAO SCREWS WITH WASHER5 ----- - (COUNTERSINK I NTa SURFACE) FIN 15H WITH CLUED POWEL PLUGS FLUSH TO SURFACE MASONRY BETA I N I NO WALL (SFE CIVIL ENO I NEER'S PLAN) OTES: 1. ALL WOOD MEMBERS TO REGE I VE 6 FINISH ORADE 2 COATS 100% ACRYLIC STAIN _ BOARDWALK (SEE DETAIL # -T, SHT. L-5) BY ZAR - 2.ALL LUMBER #2 OR BETTE TI CHT KNOT, HAND SELECT YT51 4 PER LOCAL CODE CITY OF TEMECULA CITY OF TEMECULA • 'I t.� •• III=1 I I—I ��� DATE INIT. DATE INTERMEDIATE STRI NC ER - ' �• DATE INIT. DATE RAI FREE STAND I NC HAND 4 { DETAIL. # 11 DETAIL # 16 T VE W. CR S E L � W. CRESS-WELL PRINCIPAL ENGINEER S i STANDARD NO. • PRINCIPAL ENGINEER STANDARD NO. 50ALE: 5/4"9M I'-O" R.C.E. NO. 47180 EXP. 12/31/99 SCALE: 5/4 I a R.C.E. NO. 47180 EXP. 12/31/99 Drawing No • ' B Drawn B Checked B � ACC'D DATE BENCH MARK SEAL Designed y y yCITY DEPARTMENT OF PUBLIC WORKS DATE BY REVISIONS DATE CONSTRUCTION RECORD SCALE RECOMMENDED BY � p � q'°' I J D J T I J D U.S.C. 6c G.S. NO. J-63 AT TEMECULA ON WESTERLY lot, �Nov q T BRASS DISK Hor t zonta l '�w ' � Pans Prepared Under Supervision Of Contractor CORNER OF FRONT AND MAIN STREETS. B I p A-0/0 � DATE : �'�•�"�� DE11AILS .w.' SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. ACCEPTED B YLANDSCAPE CONSTRUCTION 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR AS H OW N °C 1� ure `•-� ��...�� � PRINCIPAL ENGINEER, Fl7R CITY ENGINEER Inspector THE AST CORNER OF THE OLD r COLUMN AT E E Vert I ca l �Q AN �JDAV I DSC]N NATIONAL BANK BUILDING. J' Exp. 6/30/96 ��' SIXTH STREETPARKINGPROJECT 0 T �� Sheet 7 of 9 4718 0 1 -31--99 Dote Corp I eted £ 2 6 51 E xp fi r e s T • 1 N/A OF Ca�-�� R.L.A. No. 6/30/9 R.C.E. No. Explres� ADJUS ED. 70 ELEVATION: 1005.651 9 NOTE: ALL PLANT BASINS SHALL NOTE: ALL PLANT BASINS SHALL RECEIVE A 2" LAYER OF � � RECEIVE A 2" LAYER OF LODGEPOLE PINE STAKE APPROVED MULCH. � � � �t? APPROVED MULCH. TREE TRUNK TREE TIE, NAIL TO STAKE TRIPLE STAKE '71 `la � � � TRIPLE STAKE PUN VIEW � � �� PUN VIEW (2) LODGEPOLE FACE OF WALL/BLD'G. � Illy � � �� ,� � PINE STAKES SPREAD ON WALL & � Cl � � CINCH TIE CINCH TIE, SECURED � SECURE W/ANCHORS � � DETAIL TO STAKE W/GALV. : (PER SPECS.) � �� � � NAILS REMOVE NURSERY STAKE FIN. GRD, AT SLOPE WHERE APPLICABLE SET ROOTBALL TIGHT � � TAPER 1:1 MAX. CUT TO FOOTING, REMOVE WHEREFIN. ICABL. AT SLOEE � �� � � � � � AT PLANT PIT ,4� ANY CONCEXATSPLAN INGTRASH9 � J a � �`��� TAPER 1:1 MAX. CUT a c� HOLE (3) 10' LODGEPOLE AT PLANT PIT (3) 10' LODGEPOLE � _ � / � PINE STAKES � r ����� FERTILIZER TABLET(S) PINE STAKES / � � �J � � TURF FREE AREA CINCH TIE, SECURED \ �- CINCH TIE, SECURED � � FROM TRUNK �:. SEE SPEC. 12 TO STAKE W/GALVANIZED � TURF FREE AREA TO STAKE W/GALVINIZED TURF FREE AREA o NAILS FROM TRUNK NAILS 12" FROM TRUNK � � 3'� BASIN-LAWNS 6" BASIN 12 .: BACKFILL MIX /6" BASIN-SLOPES BACKFILL MIX � �� � — SEE SPECS. � 600-00 " BASIN-SLOPES FINISH GRADE „ ( ) 3 BASIN LAWN _ _ _ FINISH GRADE . . . ,. .. . ,. `,.: — � � x � • 3 BASIN-LAWN �� � � :.. �...-� . —� N a(SEE SPECS ) � � I I—III- III—I =—_ xQ . . �� � ....... . ......; IIII� �m —I =1 I I,:.III-1 ._.., ..;. . . . 'Jig =I III— � FIN. GRD. � I— —III— =I I I� _ _ FIN. GRD. �m -III = PLANTING TABLETS 4 � o � T I �=III=III , PLANTING TABLETS � o � _ � ;.°���; �_� (SEE SPECS.) _ _ ` _ � J PLANTING TABLETS x —I I= (SEE � � . � `� . I I I I I I I I I=(SEE SP ) JxJII �NQI� � SPECS.) N � _ _ PLANTING BACKFILL PUDDLE PLANTING BACKFILL � � PLANTING BACKFILL I I— I I- AND SETTLE TO SET \°a° � PLANTING BACKFILL �� � I N III I PUDDLE AND SETTLE o � PUDDLE AND SETTLE i o � �- � PUDDLE AND SETTLE � =I —I ( , iI I I� , PLANT AT FINISH GRADE 2X ROOTBALL TO SET PLANT AT � 0 r�. �....... ,� ��...,1. ��� ���' TO SET PLANT AT � � ,.J�`:�I.�•�.:I�1��.���:..,..�� �,'::��;.�...�.f��.�.,'�,�.,. I,�'�,..�.���:� TO SET PLANT AT III FINISH GRADE f � ...,, .) ,.. :. FINISH GRADE 2X ROOTBALL TRANSITIONAL ZONE OF FINISH GRADE 'I�����:.� ` �.:�..::. � COMPACTED, UNAMENDED l1 . TRANSITIONAL ZONE TRANSITIONAL ZONE . OF COMPACTED OF COMPACTED, NATIVE SOIL 3" PERFORATED �'�.�.� � UNAMENDED NATIVE 3" PERFORATED :�� N UNAMENDED NATIVE PVC PIPE & SLIP '�� � SOIL PVC PIPE & SLIP �;, � SOIL CAP W/GRAVEL PER �' -� CAP W/GRAVEL PER 2X ROOTBALL PLANTING PLAN 2X ROOTBALL NOTE: ALL PLANT BASINS SHALL RECEIVE PLANTING PLAN NOTE: ALL AYER80FINAPPROVEDRMULCH. A 2" LAYER OF APPROVED MULCH. �sse o ,tee u�+ero 1996 AYianbro GMP 1996 AllamOro Gr CITY OF TEMECULA W WAM CITY OF TEMECULA W sciux CITY OF TEMECULA � _ CITY OF TEMECULA W WAW TREEP-11MULTI-TRUNK TREE p_2 �F F DOUBLE STAKE TREEP-w3TRIPLE STAKE �Y .�'.:'� VINE PLANTING P-4 30" BOX SIZE OR GREATER � �� 24� BOX OR GREATER � GA , 15 GA , 24 BOX ........... ..ear..,:•:i$e9'.•:'r' ?i .� � � •rs+ NOTES: . • • � • � � � � � 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE (NEVER BELOW GRADE), 2. POSITION ROOT CONTROL BARRIER AS CLOSE TO STRUCTURE AS POSSIBLE. 3. DURING CONSTRUCTION BAR R CAN BE PLACED AGAINST INSIDE OF FORMS. 4. THE RAISED ROOT DEFLECTORS MUST BE FACING TOWARD THE TREE. 5. BARRIER TO EXTEND A MINIMUM OF 8" BELOW BOTTOM OF HARDSCAPE. 6, FOR MOST TREES 10-12 FEET OF BARRIER WILL BE ADEQUATE. D/ \ D NOTE: TOP OF ROOT BALL FIN. GRADE AT SLOPE SHALL BE 2" ABOVE WHERE APPLICABLE FINISH GRADE TAPER 1:1 MAX. CUT SLOPE AT PLANT PIT 1/2D PLANT TABLETS 6" SLOPE (SEE SPECS.) i 3" FLAT AREAS EDGE OF PAVING, WALK, WALL, ETC. EN —I II— FINISH GRADE X J I —III I—III - 6-0 o I� I i _ � — WALK PLANT TABLET GROUNDCOVER INSTALL MULCH PRIOR TO NW V. 0 I I I1 �� (SEE SPECS.) � PLANTING GROUNDCOVER AS REQ'D. CURB _AI I 1=1 -�^ -- - :.9.. :• _III=III=I .', �,��' . _ _ —III=III=III= :�...� ROOT BACKFILL MIX PLANTING BACKFILL PUDDLE •�;,':�: I I=III=III � �`.� � �`. >.:��� >.;��'��,�':�� I I I—III—III—I I I'; `�,�.�BARRIER (SEE SPECS.) AND SETTLE TO SET ROOT ,�; :�:. ,���.r�' —III—III—III— � 2X ROOTBALL PLANT AT FINISH GRADE • � • � BARRIER--�'�. c`tv I=III=) I I=— � =III=III=III=I I � ,��'�.r ` — 177 I III III-1 I 11EI I 1E1 I FA I I I IE�dII-1 11-111-11 I_ I 1E_A I IE—A 111 ,-,III—III- BACKFILL SUBGRADE CONDITIONED SOIL NATIVE SOIL NOTE: NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) BACKFILL ROOT BARRIER ON CURB SIDE TO BE 24" DEEP. NOTE: ALL PLANT BASINS SHALL RECEIVE FROM EACH OTHER AS SHOWN. D = AS ROOT BARRIER ON SIDEWALK SIDE TO BE 18" DEEP. A 27 LAYER OF APPROVED MULCH, SHOWN ON PLANTING PLAN. Groto coww 1996 ANombro 1990 AYia�bro 199b Mambro CITY OF TEMECULA W � o � CITY OF TEMECULA � `.x. � CITY OF TEMECULA GROUNDCOVERP�6 3'a � � � P.,5 F � fi ROOT BARRIER �'-9 1.D.L.A.SHRUBPLANTING �e .::=...... � °%�::' °��': Iaa Davidson, Landevape Arohiteot R.L.A. • ae61 8170 HIIiH BTRIBDT RI9DR8IDD9 CA 9250e PSONH 909 888 128$ . PAX 809 888 4852 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL : Designed By Drawn By Checked By WORKS CITYFDrawing No . SCALE NDSCgpE, REC❑MMENDED BY DATE : � DEPARTMENT [IF PUBLIC�C U.S.C. do G.S. N0. J-63 AT TEMECULA ON WESTERLY � I off q I JD JT I J D Contractor CORNER OF FRONT AND MAIN STREETS. BRASS DISK Horizontal � ' "° P l a s Pr pared Under Supervision Of -'/� SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. I � ACCEPTED BY � ����G✓• ��y��"`�"� DATE � �Z,S-9,� 0 Inspector 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR e� "�t e � Date — � �i � PRINCIPAL ENGINEER, FAR C 1 TY ENGINEER 1� PLANTING ����I LS COLUMN AT THE EAST CORNER OF THE OLD Vert t ca l e N J DAVIDSON Date Completed NATIONAL BANK BUILDING. J' Exp. 8/30/98 �Q' ADJUSTED: 1970 ELEVATION: 1005.651 N A T9T�OF CPS-����� R,�,A, No, 2651 Expires 6/30/97 R,�,E, No, 47180 Exptres� 12-31-99 �, SIXTH STREET PARKING PROJECT Sheet s of 9 FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISH GRADE BACKFLOW ENCLOSURE SEE LEGEND FOR SPECIFICATIONS INSTALL SPRINKLER HEAD FLUSH WITH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN CONC. PAD ' THICK FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT, AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN 4 R P DEVICE SEE LEGEND BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT, AND WASHER. EDGE. HEAT BRAND BV' ONTO LID. BOX TO 8E PLACED AT RIGHT ANGLE TO HARDSCAPE FOR SPECIFICATION BACKFLOW DEVICE, SEE LEGEND �� EDGE. HEAT BRAND "F5' ONTO UD, BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV' ONTO LID. BRASS BALL VALVE TYP. FOR TYPE BALL VALVE, SEE LEGEND FOR SPECIFICATION CONC, PAD 4:' THICK POP-UP SPRINKLER HEAD. SPRAY OR ROTOR PROVIDE SEE LEGEND FOR SPECIFICATION FLOW SENSOR, SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE. SEE LEGEND FOR SPEC. BRASS NIPPLES MIN. 4" TYP. ADDITIONAL DEPTH AS REQUIRED FOR ENCLOSURE FOOTING PER 1. BRASS ELL, 4 REQUIRED MANUFACTURER'S SPECIFICATIONS 3� BACKFLOW ENCLOSURE PER LEGEND FINISH GRADE .Lis a —� 3, �— FINISHED GRADE � =III=I(I=I I "�—INSTALL SPRINKLER HEAD 1/2" =II 3_ "'-- FINISHED GRADE II1—:11 I- _ _'�'— FINISHED GRADE =�—III= IN SHRUB AREAS III=III=� �. __ IN SHRUB AREAS III—III—� _ __ IN SHRUB AREAS PRESSURE REGULATOR IF SPECIFIED _ _ _ ABOVE FINISHED GRADE IN SHRUB 4" MIN. III I I I� III—III' 4 MIN. — � WIRE CONNECTORS — 4 = — WIRE CONNECTORS � �• ;�, ;.4.,;� .:.:� —— AND GROUND COVERS AREAS =III=III' — III—III' " MIN. III=III= 1=1II= I I 1=III= IIIIII— BRASS UNION, 2 REQUIRED - -I �I I IEEI� � 11:� =1 I I—I I I 1=1 I I� VALVE ID TAGS 12" MIN. �� BRASS RISERS LENGTH AS REQ. ° ' 24� I—III—III— III—III—III- �_UNDISTURBED SOIL =III= =III=III—II —III—III—I ;.,aa, ; .::.;..;: .....;:�: � PIPING AS PER BACKFLOW DETAIL I—III—III— II I—I I�—I I I- c' 8 PRESSURE SUPPLY UNE FLOW-o 1 0 • PVC SCH 40 FEMALE � DEPTH AS PER SPECS. �� ADAPTER, 2 REQUIRED e S r 24" 1 .III-1 I I-1 I =1 I��1=1 2 IN 2 MIN. 2 MIN. PVC MAINLINE TO FLOW PLASTIC RECTANGULAR VALVE 80X �o � oa o PVC MALE ADAPTER a o o SENSOR, PIPE PER SPECS PVC MAINLINE TO MASTER VALVE WITHOUT LID, SET TOP FLUSH PRE-ASSEMBLED TRIPLE SWING JOINT, o WITH CONCRETE SURFACE PVC TYPE WITH 0-RINGED JOINTS o� SCH SO PVC FEMALE ADAPTER MIPT INLET A0 MIPT OUTLET a a • • B 4 — BRICK SUPPORTS LAY LENGTH TO BE 8" MINIMUM BRICK SUPPORTS �p� Ull 04 PVC MAINLINE PIPE j . � .o SCH 80 PVC NIPPLE 6" MIN, BRICK SUPPORTS SIZE AS PER SPRINKLER OUTLET • � � • � ° ° PER SPECISIFICATION � BRASS UNION PLASTIC RECTANGULAR VALVE BOX LANDSCAPE FABRIC BRASS UNION WITHOUT LID, SET TOP FLUSH SCH 40 PVC SxSxT TEE FITTING BRASS NIPPLE BRICK SUPPORTS BRASS NIPPLE TYP. WITH CONCRETE SURFACE LATERAL x SPRINKLER INLET SIZE LANDSCAPE FABRIC LANDSCAPE FABRIC BRICK SUPPORTS 3/4 ROCK, FILL TO 1 OF TOP 3/4" ROCK. 3 CUBIC FT. PVC MAINLINE 3/4" ROCK. 3 CUBIC FT. LANDSCAPE FABRIC PVC MAINLINE PIPE FROM LANDSCAPE FABRIC SECTION VIEW - N.T.S. SECTION VIEW — N.T.S. 314" ROCK, 3 CUBIC FT. BACKFLOW PER SPECS. 3/4" ROCK, FILL TO 1" OF TOP PLASTIC RECTANGULAR VALVE BOX PVC MAINLINE PIPE TO PVC MAINLINE SET FLUSH WITH CONC. SURFACE e PRESSURE SUPPLY LINE MASTER VALVE PER SECTION VIEW N.T.S.- CONC. PAD 4' THICK PROVIDE LATERAL LINE SEE SPECIFICATIONS SPECS AND PLAN. ADDITIONAL DEPTH ASS REQUIRED FOR TYPE AND DEPTH REQUIRED VALVE BOX SECTION VIEW - N.T.S. . . FOR ENCLOSURE FOOTING, PER BALL VALVE SECTION VIEW — N.T.S. ., MANUF. SPECS. NOTE: PLAN VIEW — N.T.S. NOTE: INSTALL SPRINKLER HEADS 8" FROM PAVING EDGE IN GROUND COVER AREAS. NOTE: NOTE: NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE BACKFLOW DEVICE, SEE LEGEND BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. FOR TYPE INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. IRRIGATION CONTROLLER. UNLESS OTHERWISE NOTED. BACKFLOW ENCLOSURE SEE LEGEND INSTALL SPRINKLER HEADS PLUMB, ADJUST SPRAYS OR NOZZLE STREAM TO COVER INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF ' " ' -� '� ''�` � � � FOR TYPE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALLATION AT MAIN LINE DEPTH. OF THE FLOW SENSOR '�� c THE MASTER VALVE ASSEMBLY. c ��� PLAN VIEW — N.T.s. �� � . ��� USE TEFLON TAPE ON ALL THREADED FITTINGS. sweew CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO�� CITY OF TEMECULA NO�� CITY OF TEMECULA NO SCALE CITY OF TEMECULA No sca.� � BALL VALVE 1-16 �" °� ""� FLOW SENSOR I-15 $'i ... `�'� MASTER CONTROL I-14 $ � � BACKFLOW PREVENTER I-11 �' � � BACKFLOW ENCLOSURE 1-10 � ..... POP-UP SPRINKLER 1-2 �' (12")VALVE Omni FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS .,' . ,� : . ..: • .:' ..4- :. . ..•. . :.., .. PAVING PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC ROUND VALVE BOX WITH BOLT DOWN F STAINLESS STEEL ENCLOSURE COVER, USE STAINLESS BOLT. NUT. AND WASHER. R USE STAINLESS BOLTSAND BACKFILL COMPACTEDSEE LEGEND FOR SPECIFICATIONBOX TO 8E PLACED AT RIGHT ANGLE TO HARDSCAPEHEAT BRAND QCV ONTO LILOW VOLTAGE WIRES. 3MAXIMUM =III=II — - TO THE DENSITY OF FINISH GRADE „ � '�' — — EXISTING SOIL — — — — RAIN SHUT-OFF DEVICE, REFER TO EDGE. HEAT BRAND RCV' ONTO LID. N TOR — — - Fd — - ASE OF CON EC OUTER CIB W MALE HOSE B - Y ITHRAL LINESND FOR S PECIFICA TIONQDICK COU PLER KELATELEGE— - CLEAN COMPACTED BACKFILL — V_J I JEJ — LINE SIZED MANUAL ANGLE CONTROL VALE CONNECTION AS SHOWN. IN SCH 40 SLEEVE — — — — — I (—I - P CS. III—I — V V LEGEND FOR E _ — _ 8 ..:.�.. REMOTE CONTROL AL E, SEE — LER CONTROL WIRES - - IRRIGATION CONTROL •I I ICI I ICI I '•'' .' •I I I M — — — — LATERA! LINES SEE SPECS. �� 3 �IN SCH 40 SLEEVE — � GFCI TYPE SWITCH WITH JEJ — FINISHED GRADE III—�'�:��:�:��:�:��:�:��.'�:��.�:��:':'�•.•:�.'�:���:�'��.'�:���:��.�:��.':'�'•. II—I — O — — - FINISHED GRADE _-+— UNDISTURBED SOIL ON-OFF SWITCH FOR CONTROLLER IN SHRUB AREAS — — — - — — — IN SHRUB AREAS — :III—III- �� III III- 'j''�' UNDISTURBED SO RE MAINLINE _ _ — F11 — TERMINAL STRIP ANDIII—III — MIN.PRESSU — — . 4 MIWIRE CONNECTORS — —���'�' . II—I — — — — III—III — — — ��� ��� _ � — - IN SCH 40 SLEEVE - CONTROL WIRES — — — — — - - — SEE — — - PRESSURE MAINLINE EllII—I I :�...�.•;�•:.'•::•.�,:�..�:.;�:�:.;:�:';�;•.•., :�;:.�.�..: III—III- �I I I _ _ — = SPECIFICATIONS 1 PVC ELECTRICAL SWEEP FOR _ ElII=III=___ FdII=I PVC SLEEVES TO BE =III=III= .:.'.:.:.'.:.�.':•:•...;:::.:.'� SPECIFICATIONS FLOW SENSOR WIRES =1 I 1=1 I =1 I 1=1 I III—III: TWICE THE DIAMETER 11=III— VALVE 10 TAGSII— II I (—III—III—III—III—III—III—III—III. OF THE PIPE OR WIRE I I FE1II=III-:�:���.:.�:....�:�.:.�:�:����: �.��'�'•:•f.:�.���., _= CONTROL WIRES. SEE SPECS. EPDXY SEALANT e , e PVC SCH 40 FEMALE SEE LEGEND�FORVSPEC. BUNDLE CARRIED. —III—III— '��.�'� �'�:':' •%.'�. �.:'�. �•.'�.� •:••.. —III—I CONCRETE PAD AS PAR CONTROLLER ADAPTER STAINLESS STEEL CLAMP DIMENSION A B C D �I I I=III=III=) I I=I I —I I 1=I I=III=III= ENCLOSURE MANUFACTURER'S SPECS. 2" MIN. BRASS UNION DETAIL ALSO FOR PIPE o —III=I 11=I 11=1 I I=I 11=1 I I=I 11=1 11=I 1/2" TO 4' IN SIZE 36" 36' 24" 4' INSTALLED IN ROCK SOIL. � FINISH GRADE r o STRIP AND TWIST WIRES FOR PROPER = . ` ;�•, ... .• • SECTION VIEW N.T.S.- I I—I I '''" � .•'�''•' I I—I� 3" PVC ELECTRICAL SWEEP FOR • �o • ' •o o BRICK SUPPORTS CONNECTION DIMENSION A B C �i�—" "'� �' �� —��' �6 0 • • d' bo a° • � LOW VOLTAGE CONTROL WIRES 49 PVC LATERAL LINE � � 1/2" TO 3" IN SIZE 24 18" 4" 1" PVC ELECTRICAL SWEEP FOR BRICK SUPPORTS JOINT WITH ONE PIECE CRIMP COPPER SLEEVE INSTALLED 110 VOLT POWER WIRES PER MAINLINE PIPE BRASS MIPT NIPPLE WITH RECOMMENDED TOOL 4' TO g' IN SIZE 24" 4" 3/4" X 98" COPPER GROUND ROD BRASS NIPPLE TYP. CONNECTOR INSERT — I CONNECT AS PER MANUFACTURER LANDSCAPE FABRIC MAINLINE, SEE SPECS. TIE A 24" LOOP IN ALL WIRING AT SECTION VIEW - N.T.S. 3/4" ROCK, 3 CUBIC FT �/4 x 36' REBAR STAKES, CHANGES OF DIRECTION GREATER THAN SCH SO PVC NIPPLE 2 REQUIRED ""'......." .%__I30 DEGREES, UNTIE AFTER ALL CONECTIONS LENGTH AS REQUIRED LANDSCAPE FABRIC HAVE BEEN MADE. — — 3/4" ROCK, 2 CUBIC FT. PLAN VIEW — N.T.S. NOTE: NOTE: SECTION VIEW — N.T.S. SECTION VIEW — N.T.S. BUNDLE WIRING AND WRAP WITH ELECTRICAL TAPE AT TEN FOOT INTERVALS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. INSTALLATION SPECIFICATIONS, NOTE: NOTE: ALL PVC MAINUNE� PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC, 2 TIMES THE DIAMETER OF UNLESS OTHERWISE NOTED, QUICK COUPLER KEY MUST CLEAR VALVE BOX, NOTE: THE PIPE OR WIRE BUNDLE WITHIN ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS . FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. INSTALLATION SPECIFICATIONS. ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE ���. c LOCATION. TYPICAL. i�i.,,,�. c ire tom.a�«� c +s9e Lam* c ins�. isoe Lam*s� c Jill CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA N��� CITY OF TEMECULA No scn� e WIRE CONNECTOR 1-28 , $ SLEEVE TRENCHING 1-23 � ..... PIPE AND WIRE 1-24 � � � IRRIGATION CONTROLLER 1-21 $ ::.....:...... REMOTE CONTROL 1-19 QUICK COUPLER 1-18 � TRENCHING .,�� ENCLOSURE �'.�°�'��� VALVE ° � . VALVE WATER PRESSURE--CALCULATIONS 01 SIZE-- HYDRAULIC GRADE L - WATER METER TIN ELEVATION., RE - ISTATIC PRESSURE (PSI) 132 REMOTE NTROL VALVE # 12 REMOTE TR ' R.U. DEMAND (GPM) 20 TOT (GPM) 20 R.C.V. ELEVATION N/A ISTATIC PRESSURE AT 74 SIZE DESCRIPTION PSI LOSS 1' SERVICE NE 1 5.1 PSI ' WATER METER 2 2.2 PSI PREVENT10 BACKFLOW -1/2' MASTER CONTROL VALVE 4 2.5 PS 0 PSILANCE SWEENEY CONSULTING 10 Irrigation Design E ' �qq, YSTRAINER/FIT T N 1, r 7 FE T MAIN � TYPE 7 PBALL VALVES 6 0.5 SI Water Management T OF MAINLINE: TYP 8 Irrigation Soft-ware Rancho' REMOTE CONTROL VA 2, za44� x, �no c.ur. Rd. Suite x 3 :' Temecula, Ce�lifornla 92690 809.885•2387 ��pitoP 10% LATERAL LINE LOSS 10 3,0 PSI 909.693.2487 Fax 107, FITTING LOSS 11 2.8 PSI ELEVATION CHANGE (P.O.C. TO HIGHEST ) 121 0.0 1PSI____ TOTAL SYSTEMPRESSURE SS ( #1 T 2) 3 3*L•D•L•A• PRESSURE REQUIREDT HEAD 14 30.0 PSI Ian Davidson. Landscape Architect TOTAL PRESSURE RE (SUM OF #13 AND # 14) 15 63.6 PSI R.L.A. M 28lfi STATIC WATER PRESSURE ( RAM ABOVE) PSI RESIDUAL PRESSURE (SUBTRACT FROM ) 7 4 PSI SE.T--..-PRV OR MCV T Q. 74 8i79 HIGH BTRDP� RIDE7R8IDD, CA el3608 PRESSURE BOOST, IF REQUIRED (# - + 20 PSI) 191 0.0 PSI PHONH 809 eSa 1288 . FAX 808 883 4852 C❑NSTRUCTI❑N RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEALS Designed By Drawn By Checked By , Drawing No . SCALE �p�q� REC❑MMENDED BY : DATE : �1 CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS U.S.C. & G.S. N0. J-63 AT TEMECULA ON WESTERLY ,�� � VIDSON � '9i�}.� I JD JT I JD - VV\i 1 5" a Il' Contractor CORNER Of FRONT AND MAIN STREETS. BRASS DISK Hor a zonta l � � p �`y P n s Prepared Under Supervision Of _ SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. � � � � L c �/ ACCEPTED BY �, DATE : 7 aS 9'6 Inspector 1.5' NORTHWEST OF THE EAST CORNER Of A DOOR s�" °" Date ��� � � PRINCIPAL ENGINEER, FOR CITY ENGINEER 1� IRRIGATION DETAILS T THE EAST CORNER OF THE OLD * * I COLUMN A E E S CO E Vertical �� I J , DAVIDSON Orate Completed NATIONAL BANK BUILDING. S�4T EYp. 8/30/99 N/A FOF CPS-��`� R.�.A, No. 2651 Expires 6/30/97 R,C,E.' No. 47180 Expire5: 12-31-99 �, SIXTH STREET PARKING PROJECT Sheet9 of y ADJUSTED: 1970 ELEVATION: 1005.651 �' PLAN NOTES : UI INSTALL PER CITY OF TEMECULA STREET LIGHTING STANDARDS @S40C. O tt 10 E I tt 10 E/G r 3 3/4'C. 6 tt 10 E I a 10 E/G @31,WC. 2 tt 8 (CIR 13) 2 tt 10 E I tt 10 E/G @PQOVIDE ( I ) 4'C.O. INSTALLED PER SCE REQUIREMENTS @PROVIDE ( I ) 4'C.O. INSTALLED PER GTE REOUIREMENTS APPROXIMATE LOCATION OF O7 LOCATE POLE FACE 18' BACK FROM FACE OF CURB EXISTING 225 KVA SCE PAD MOIAVT T12ANSFOf7ME12 5 KV U8 I"C.O. FOR SPEAKER CABLE. EXTEND IN LIGHTING POLE 120/208V THREE PHASE. BASE, TO SPEAKER. COORDINATE SINGLE PHASE EXTENSION OFF SECONDARY O9 MAIN TELEPHONE 6ACK80Al2D 'MTB" WITH SCE, E INCLUDE ALL COSTS IN BID. WORK BY SCE IO I V2'C. 4 tt 8, I tt 10 E/G APPROVED CONTRACTOR MAY BE REC)IJIRED 7 TYPIC L ON STREET VACATED ALLEY I I U2'C.O. I —�' /20C.0 ----[�15.7 P — — 5.7 � � E-2 146 r —� � TYPICAL t4,16 � � � � MERCEDES STREET 01 40 1,3 1,3 1,3 USE L 1 8 /� C- / DI SWEEPS IA � 73 10 I 5119PL Ld 10 W // �� 2 2A E-2 146 TYPICAL � ~ 4 1,3 // OT PARKING w � � 1,3 � 0?!T l8,20 2 4 2 �� I Cn BUILDING PADU i i � 8 18,20 P.E.=6.50, F.F.=7.00 ( 0 �,� or � � 5.7 � t0 � O � CKLL� 61, 33 1 // 1,366 � ` A-1,3 E 5.7E 9 � � I'C. 2 tt8, 2 tt10 n �� I tt10 E/G �� LEI IA 3 2 i �3 I 10 W 1%L 13 EXISTING 1.3 --- ---- -- 'Ej SCE VAULT �...� g.7 I NEW MAIN/WMAIN/ � IA � 14,16 (STING STREET � I METE 'MS � 73 � 14,16 TING CONTROLS �9� DIRECTORY 3 NEW RE$TROO / STORAGE 9 4 MENIF 1 SIGN I � BUIL ING � 2 8.7 I �I ID PA A ' TYPICAL ON E-2 � $Q — — — — � L------- ---- --------� / I IO FRONT STQEET �A-F4:16—� .�.� 18.20 � 14,16 � 4 ICE I IC 10 TYPICAL ON E-2 73 10 10 6Th STREET BUS STOP 6 VERIFY UTILITY POINT OF; /o�IA ICl�TIMI "" PRIOR TO BID AND 6fh STREET '"a-U°E ALL COSTS. SPECIAL NOTE : LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND TO PREVENT HAZARD TO PERSONNEL AND / OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. Q�pFE5S/p�q, No. E8122 m Exp. 9/30/98 � �fCTOGP�'���Q' F OF CALF UTILITY COMPANY CONTACTS Pow TB— DMA SCE G T E ELECTRICAL '' ENERGY CONSULTANTS 26100 11EIVIFEE RD. 150 S. .IUANITA JD�A JOB NUMBER �-204 MENIFEE, CA. 92585 T, CA. 92343 CHRIS JEfVNINGS SCALE �N STEPP LIf�A QUARTARARO CONTACT NAME ELECTRICAL SITE PLAN 1 (909) �8-8�2 (909) 929-9492 37ga Twelfth Street . Suite B + Riverside, CA. 9z�, P 20�-0� Telephone (909) 787-1957 • Fox (909) 787-8602 C❑NSTRUCTION RECORD DATE BY REVISI❑NS ACC'D DATE BENCH MARK SCALE SEALS Designed By Drawn By Checked By � �Z�9� Drawing No . C F J A w e C F IRECOMMENDED BY : � - - DATE ►�� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor U.S.C. dt G.S. N0. J-63 AT TE�IECULA ON WESTERLY -- 1 CORNER OF FRONT AND MAIN STREETS. BRASS DISK Horizontal, Plans Prepared Under Supervision Of SET VERTICALLY IN THE NORTHEAST CONCRETE WALL, ACCEPTED BY s � t��y�� DATE s 7ZS 9LE�l Inspector 1.5' NORTHWEST OF THE EAST CORNER OF A ODOR AS NOTED �� SITE PLAN COLUMN AT THE EAST CORNER OF THE OLD Date PRINCIPAL ENGINEER, FOR CITY ENGINEER NATIONAL BANK BUILDING. Vert t ca l Dole Completed ADJUSTED: 1970 ELEVATION: 1005.651 N/A R.Q.E. No. Expires R.Q.E. No. � 7i8e Expires, �. SIXTH STREET PARKING PROJECT Sheet 1 of 3 GENERAL NOTES ELECTRICAL SYMBOLS LISTWT ALL SYMBOLS USED) METER / MAIN "MS" 120/208V. 10 3W NEMA 312 WALL MOUNTED. SURFACE MOUNTED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE, BRACE FOR 42 K.A.I.C. (VERIFY W/ SCE I VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS (ELECTRICAL AND - PRIOR TO BID) TELEPHONE) AND EXACT LOCATIONS OF SERVICE FACILITIES SUBMITTING STRIP LIGHT FIXTURE REFER TO FIXTURE SCHEDULE. BID. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS, ACTUAL PHYSICAL LOCATIONS, AND WORK TO BE PERFORMED. -� SPOT OR FLOOD LIGHT FIXTURE - E REFER TO FIXTURE SCHEDULE. INTERIOR OF PLATE ENGRAVED "SYSTEM GROUND". 2 CONTRACTOR SHALL PROVIDE ALL LABOR. MATERIALS, INSURANCE, EQUIPMENT. 0 SURFACE MOUNTED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE. " " INSTALLATION CONSTRUCTION TOOLS TRANSPORTATION, ETC. FOR A COMPLETE SWITCHBOARD. WIDTH X i/2 DEPTH X 2 HIGH 2O0A WI Y OPERATING ELECTRICAL SYSTEM. POLE MOUNTED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE. FULL D C CIAL AND PROPE12L BARE COPPER BUS PLATE ATTACHED " METER SOCKET . TRICAL CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS,Q Q Q Q Q SHADED AREA INDICATES THAT THE LIGHT FIXTURE IS ON AN EMERGENCYSYSTEM. TO WALL W/ 1/2 SPACERS. REMOVE 200 A 3 ELEC F ATTA TO WITH TEST UTILITY CHARGES AND PAY FOR SAME. COORDINATE AND PAY FOR ALL TEMPORARY BATTERY, OR IS A NIGHT LIGHT FIXTURE. PAINT AT POINT O BLOCKS U.G.F'S 2 P SWITCHBOARD. ELECTRICAL SERVICE CHARGES WITH THE BUILDING DEPARTNENT, SERVING UTILITY, TAG 8 IDENTIFY AND OWNER. COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL DUPLEX RECEPTACLE, WALL MOUNTED �, + i5' A.F.F. OR AS NOTED. EACH GROL ID. _ T12ADEES PRIOR TO CONSTRUCTION. C SSION LUGS BOLTED TO PLATE, QUADPLEX RECEPTACLE, WALL MOUNTED CL 13' A.F.F. OR AS NOTED. GRILL AND TAP FOR REQUIRED NO. 9 4 THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE AND SIZE OF LUGS. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS, STRUCTURAL DETAILS, EXACT HALL Q �lUNCTION BOX, ACCESSIBLE AND MOUNTED FOR THE APPLICATION DENOTED ON PLANS. • EQUIPMENT AND OUTLET LOCATIONS. ALTHOUGH NOT SHOWN, CONTRACTOR SHALL ail PROVIDE ALL J-BOXES. PULL BOXES, ELLS, OFFSETS ETC., FOR A COMPLETE CODE TO THE MAINTAGES SHOWN ON ELECTRICAL SINGLE LINES AND -�J� JUNCTION BOX, WALL MOUNTED. FIELD VERIFY MOUNTING HEIGHT PRIOR TO ROUGH-N. 1 2 BARE C Lr3­�� APPROVED INSTALLATION. FOO SWITCHBOARD. —�' � - RISER DIAGRAMS ARE FOR CALCULATION PURPOSES ONLY AND ARE NOT FOR FLOOR LEVEL ,�.\.. BIDDING PURPOSES OR MATERIAL TAKEOFF. ALL LOCATIONS OF EVERY OUTLET 1 EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL DRAWINGS FOR SPECIFIC -- SHALL BE VERIFIED PRIOR TO ROUGH-IN. LOAD REQUIREMENTS OR AS NOTED. NUMBIER INDICATES HORSEPOWER. L...� ...� ! SHOWN AS A RECEPTACLE, ��r FLUSH MOUNTED ELECTRICAL PAIELBOAl2D OR LOAD CENTER. REFER TO PAIN. SCHEDULE. � 1 � 2 CU. TO COLD METALIC WATER 5 THE CONNECTION METHOD OF VARIOUS APPLIANCES S I I PIPING, 3/4" C. " THIS CONTRACTOR SHALL COORDINATE AND . E• 2 C• 3 � 3/O, 1 � � E/G AND 1S FOR BIDDING PURPOSES. is TALI PROVIDE, FROM ACTUAL SHOP DRAWINGS, THE CONNECTION SHOWN ON THOSE ��_ SURFACE MOUNTED ELECTRICAL PAIELBOARD OR LOAD CENTER, REFER TO PANEL SCHEDULE, 1 2 cu. TO ME C GAS PIPING - 3/4" C. DRAWINGS.L--- ---—--- 1 6 CU. TO MAIN TELE. (IF AVAIL. ON SITE} TO" DISTRIBUTION SWITCHBOARD REFER TO SINGLE LINE DIAGRAM. BACKBOARD - 3/4 RGS. UTILITY SERVICE 6 EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMIAN61 TLY TAGGED IN COM- P.O.C. PLIANCE WITH OSHA. -I FUSED DISCONNECT SWITCH - HP RATED WITH FUSES PER EQUIPMENT MANI,�ACTURER 1 2 CU. TO BUILD lNG � xc REBAR SEE SHEET E. 7 ALL MATERIALS SHALL BE IOW, AND OF THE SAME MANUFACTURER FOR EACH AND WEATHERPROOFAS REQUIRED. -� PANEL CLASS OR GROUT' OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY EP NON-FUSED DISCONNECT SWITCH-HP RATED AND WEATHERPROOF AS REQUIRED. "q" UNDERWRITER'S LABORATORIES FOR THE USE AND ENVIRONMENT, AND SHALL BEAR THE INSPECTION LABEL. WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL -1I1i GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED. GOVERNING BODIES HAVING .1UI;2ISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L., tab SINGLE POLE WALL SWITCH, +46 A.F.F., SUBSCRIPTS AT SYMBOL INDICATE THE FOLLOWING. 26.8 KW N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS 12ECOMMEENDATIONS. WITH THE GEh1ERAL 2 - DOUBLE POLE P - PILOT LIGHT 8 SUBSTITUTIONS OF SPECIFIED MATERIALS ARE IN ACCORDANCE K - KEY OPERATED M - MOTOR STARTING SWITCH SCALE CONDITIONS. APPROVAL OF EQUAL MATERIALS PRIOR TO BID ARE BY WRITTEN SCALE ADDENDUM ONLY OR AS STATED ON THE PLANS. SYSTEM GROUND DE AIL N.T.S. SINGLE LINE DIAGRAM N.T.S. a•b,c. ETC.-IDENTIFICATION OF OUTLETS CONTROLLED AND NUMBER OF SWITCHES 9 SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT AT LOCATION. INCLUDING BUT NOT LIMITED TO= SWITCHGEAR, PANELBOARDS, LIGHTING FIXTURES. DETAIL. NOTES: AND CONTROL PANELS. ALL SWITCHGEAR FOR UTILITY METERED SERVICES SHALL DETAIL NOTES' THE SERVING UTILITY, AND APPROVED -� TELEPf-LONE OUTLET WITHOUT INSTRUMENT. "P INDICATES PAY PHONE. BE SUBMITTED BY THE CONTRACTOR, TO BOROSILICATE REFRACTOR. 1 GOROSlLICATE REFRACTOR7, PRIOR TO FABRICATION. OZ7-0; 1 TYPE � DIST. TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO UFE12 GROUND DETAIL. TYPE SIC DIST. 2 2 ONE PIECE SEAMLESS INJECTED-BLOWN 10 CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH ALL GOVERNING ONE PIECE SEAMLESS INJECTED-BLOWN MOLDED CYLINDRICAL GLOBE, SITTING STATE, COUNTY, LOCAL CODES, O.S.H.A. AND THE PRESENTLY ADAPTED NATIONAL ALUMINUM POLE TOP ELECTRICAL CODE CN.E.C.). ® PULLBOX, SIZED PER N.E.C. OR AS NOTED. CONCRETE, QUIKSET OR EC�IJ L MOLDED CYLINDRICAL GLOBE, SITTING ON A CAST ALUMINUM POLE TOP ON A CAST UM A ADAPTOR, TOPPED BY A CAST DAPTOR. TAPPED BY A CAST ALUMINUM HOOD AND CUPPOLA. II THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH tea+ INDICATES WEATHERTIGHT FLEXIBLE CONNECTION TO EQUIPMENT. ALUMINI,.�1A HOOD AND Cl�'POLA. THE PRESENTLY ADOPTED EDITION OF THE N.E.C.. ART. � . H-�'F BALLAST IN UNITIZED TRAY. A-1,3,5 3 HPF BALLAST IN UNITIZED TRAY. 12 PENETRATIONS TO FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING H RUN TO PALL. LETTER DESIGNATES PANEL. CU INDICATES CIRITS. PROVIDE 50W H-�'S LAMP PROVIDE 50W HPS LAMP PER LUMINAIRE AS REQUIRED BY LOCAL ENFORCING AGENCY. PER LUMINAIRE 4 " 13 CONDUCTORS SHALL BE CODE GRADE, 600 VOLT CLASS. COPPER. MARKED 24" CONDUIT RUN CONCEALED IN WALLS. R FLOO OR ABOVE CEILING, PROVIDE GROMMET IN POLE AT 22-�7/16" 14 ALONG IT'S LENGTH SHOWING MANUFACTURER'S S NAME► MAXIMUM ALLOWABLE VOL�- 12'-O' FOR FUTURE SPEAKER TAGE AND SIZE. CONDUCTORS SHALL BE TYPE "THWN" (WET) OR "THI-ICI" (DRY). CONDUIT RLJN CONCEALED BELOW GRADE, 3/4"C MINI (FRONT STREET ONLY) DELIVER THE WIRE TO THE SITE IN UNBROKEN PACKAGES. --w-X---- CONDUIT RUN EXPOSED ELECTRO-VOICE SPEAKER MODEL #Sr 408 14 ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. WITH MOUNTING BRACKET MODEL US-40ME3 INSTALL PER LOCAL CODE. REQUIREMENTS. CONDUIT SHOWN AS EXPOSED OR (FRONT STREET ONLY) APPROVED FOR EXPOSED INSTALLATION SHALL BE INTERMEDIATE ME TALLIC CONDUIT STUB OUT, CAP � MARK. USE TYPE !il FORWARD 22 7/Ib CONDUIT, LM.C. SECURED WITH TWO HOLE MALLEABLE PIPE STRAP AND SC THROW OPTICES ON 14 1 ALL BOXES AND FITTINGS SHALL BE SUPPORTED AND IN COMPLIANCE WITH BRANCH CIRCUIT WIRING. 2 #12 IN 1/2' CONDUIT OR AS NOTED OR SYM L ED " N.E.C. ARTICLE 370. CONDUIT SHALL BE INSTALLED PARALLEL TO OR AT RIGHT I/2"C-•3#12 III III 1/2"C-6#12 STREET SIDE LUMINAIRE CUT-OFF ANGLES WITH THE BUILDING WALLS. IF VIEWED BY PUB!-IC PAINT TWO COATS TO A TO WHICH IT IS ATTACHED. REFLECTOR MATCH SURF CE 1/2"C_4#i2 3/4"C-7#t2 2 15 P.V.G. CONDUIT, WITH CODE SIZED GROUND,, SHALL BE USED UNDERGROUND ONLY, 1/7C-5#12 3/4"C-8#12 IF APPROVED BY LOCAL CODE. INSTALL PER LOCAL CODE REQUIREMENTS. ALL CON- DUIT SWEEPS AND RISERS AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED q LIGHT FIXTURE CALL OUT. "A' INDICATES FIXTURE TYPE (REFER TO FIXTURE SCHEDULE). _0011- 1 0 TAPE COVERING OR PVC COATING. ROUTE UNDERGROUND CONDUIT r100" INDICATES TOTAL FIXTURE WATTAGE. NUMBER ADJACENT INDICATES QUANTITIE . SEGMENTED i AROUND PROPOSED BUILDING LOCATIONS. WUMIBER IS SHOWN FOR BRANCH CIRCUIT PURPOSE ONLY. NOT FOR MATERIAL TAfCE--OFF). CUT-OFF REFLECTOR 3 16 ALL CONDUIT ONLY CC.OJ SHALL HAVE A 3/16' PULL W 112E OR POPE. -OEM2 1 DETAIL CALLOUT, "30 INDICATES DETAIL NUMBER "E-1' INDICATES SHEET NUMBER. 17 USE ONLY COMPETENT AND SKILLED PERSONNEL AND PERFORM ALL WORK, IN- E-I CLUDING AESTHETIC AS WELL AS ELECTRICAL AND MECHANICAL ASPECTS TO STANDARDS CONSISTENT WITH THE BEST PRACTICES OF THE TRADE. � PLAN NOTE REFERENCE. MOUNTING ARM IS CONSTRUCTED F120M 18 PROVIDE MAIN UNDERGROUND PULL SECTION, METERING, MAIN DISCONNECT AN ALUMINUM EXTRUSION, WELDED TO DEVICE, DISTRIBUTION SECTION(S) AND BRANCH CIRCUIT LOADCENTERS WITH REVISION REFERENCE. oF 3 A DECORATIVE CAST-ALUMINUM SUPPORT. RATINGS. COMPONENTS AND FEATURES IN STRICT ACCORDANCE WITH THE SERVING 4 SECURED WITH STAINLESS-STEEL SET UTILITIES AND CODE FORCING AGENCY, ELECTRICAL DRAWINGS AND SCREWS, SEE FIXTURE SCHEDULE FOR SPECIFICATIONS CO CONDUIT ONLY, WITH PULL ROPE. FIXTURE AND ARM MODEL IVLIIABER. 19 PROVIDE ALL LAMPS, HANGS AND SEISMIC SUPPORTS PER UNIFORM BUILDING MH MOUNTING I-EIGHT CODE, LENSES, ETC., FORA COMPLETE LIGHTING FIXTURE. MOUNTING ARM !S CONSTRUCTED FROM WP WEATHERPROOF, NEMA 317 AN ALUMINUM EXTRUSION, WELDED TO 20 WHERE IT BECOMES NECESSARY TO DRILL INTO OR CUT THROUGH ANY EXISTING ATIVE CAST-ALUMINUM SUPPORT. 4" SQUARE STEEL POLE, PRIMER FLOORS, WALLS OR CEILINGS TO PERMIT THE INSTALLATION OF ANY WORK UNDER PROVIDE FURNISH. INSTALLED AND CONNECTED. C011�'I-ETE. A DECOR w SECURED WITH STAINLESS-STEEL SET FINISH. WOOD CLAD ON POLE BY THIS CONTRACT, OR TO REPAIR ANY DEFECTS THAT MAY APPEAR PRIORTO THE IN AND PATCHING SHALL BE GFCI GROUND FAULT CIRCUIT TNT TER SCREWS. SEE FIXTURE SCHEDULE FOR LANDSCAPE EXPIRATION OF THE WARRANTY, SUCH CUTTING 4 FIXTURE AND ARM MODEL NUMBER. ( tr-- PERFORMED BY TRADESMEN EXPERIENCED IN THE WORK REQUIRED. CONTRACTOR = T I12ED FOR CUTTING OR REPAIRING. ALL FINISHES NIL NIGHT LIGHT w W.P. HA E SHALL PAY FOR ALL COSTS REQU > SHALL MATCH EXISTING OR NEW ADJACENT SURFACES. C CONDUIT 21 CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER, CONTROL WIRES, CONDUITS ADA AME121CANS WITH DISABILITY ACT -40 SQUARE STEEL POLE, PRIMER " BOND GROUND AND OUTLETS TO RENDER MECHANICAL EQUIPMENT OPERATIVE. REFER TO MECW-- FINISH. WOOD CLAD ON POLE BY � � CONDUCTOR TO ANICAL DRAWINGS FOR CONTROL SCHEMATICS. E/G EQUIPMENT GROUND (GREEN) E-- LANDSCAPE ;a 22 PROVIDE ROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL SWITCHBOARDS, � (E) EXISTING TO REMAIN F•-= PANELSOARDS. LOADCENTERS AND TERMINAL CABINETS. PLATES SHALL BE 3 PLY, (n BUSH END BLACK FACE, WHITE CORE WITH 1/4 HIGH CONDENSED GOTHIC LETTERING. SCREW-ON (ER) EXISTING, TO BE REMOVED. �j W.P. HANDI-1OLE ATTACHMENT OR PERMANENT ADHESIVE TAPE AS MANUFACTURED BY 3M IS c) REQUIRED. `D COORDINATE BOND GROIN BASE AND 23 HAND THE OWNER ONE SPARE SET OF EACH SIZE AND TYPE OF FUSE INSTALLED ON 86 C TOR TO " BOLTS,�� POLE DETAIL C4} 3/4 X 30 ANCHOR B THIS PROJECT. Q POLE. WITH 4 LANDSCAPE 24 PROVIDE THE OWNER WITH ONE (U SET OF COMPLETE ELECTRICAL "AS-GUILTS" COMPLETION�� ARCHITECTS CHAMBER EDGE REPRODUCIBLE DRAWINGS AT THE C UNY'I-- OF THE JOB, SHOWING ACTUAL ALL BRO S, w BUSH END DRAWINGS, DEPTHS OF LNDE12GROUND RUNS AND ALL LOCATIONS. DETAIL 5 OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED V TO THE OWNER AT JOB COMPLETION. " (4) 3/4" X 30" ANCHOR BOLTS. 25 COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE Q COORDINATE OF ACCEPTANCE BY OWNER. ANY WORK. MATERIAL OR EQUI FOUND TO BE FAULTY CLING THAT PERIOD SHALL BE CORRECTED AT ONCE. UPON WRITTEN CASE AND NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. POLE DETAIL Epp f::., :•:, H CHAMBER WIT :.. :. �`"- ` : 26 WHERE A CONFLICT OCCURS BETWEEN THESE NOTES AND ELECTRICAL LANDSCAPE :�.'..4.:.R; :.:l:� Z .. ••�., � � •'•:•... ••�..:: SPECIFICATION ISSUED AS A PART OF THESE DOCLW=NTSa THE MORE ST12INGENT ARCHITECTS REQUIREMENT'" SHALL PREVAIL.DRAWINGS. :*• = • . ., DETAIL 4 (3) #3 TIES II . F!NlSNED GRADE AT 20O.C. I I FINISHED GRADE ,< ESS/p yfilI I III III- I I I I III I I{ I I o �. T r y •'L..'r_• ' ' I I ( (( I I � �r I_ z -III III III �, III III II III III II '4, ' m • � .: CONDUIT ONLY FOR I I (3) #3 TIES SPEAKER CABLE r No. Es12 AT 2r O.C. E p. 9/ /FRONT STREET ONLY) '4 N x 30 98 -'-v � � • ECTO oo z OF- AO x Z. ELECTRICAL CONDUIT SEE PLANS " �• ELECTRICAL CONDUIT r` f SEE PLANSLo %C� s 0 3. :,-•y +� �' 1.�.. T' r 240 DIA. CONC. POLE " FOOTING WITH (4) #5 VERT. 24 DIA. CON(. POLE TYPE IB TYPE IA 2A FOOTING WITH (4) 5 VERT. AND #3 TIES AT 12'O.C. ELECTRICAL ENERGY CONSULTANT TIE AT 170.C• \13 \_L3j146AND #3 S3 JDSA JOB NUMBER 95~244 Jr CONTACT NAME CA-PIS JENNINGS SCALE 3780 Twelfth Street * Suite 8 * Riverside. CA. 92501 SCALE Telephone (909) 787-1957 +► Fox (9U9 787--86C2 STREET LIGHTING FIXTURE N.T.S. PARKING LOT FIX URE DETAIL N.T.S. ' M MARK SEALS Designed By Drawn By Checked By Drawing No . CONSTRUCTION RECORD DATE BY REVISIONS S I DNS ACC ID DATE BEN( DEPARTMENT OF PUBLIC WORKS (DNS SCALE RECOMMENDED BY : --� DATE _ WESTERLY C F J A W J C F J U.S.C. G.S. NO. J-63 AT TEMECULA ON ESTE Contractor_ - CORNER OF FRONT AND FAIN STREETS. BRASS DISK Horizon-tat Plans Prepared Under Supervision ❑f SYMBOLS LIST & SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. ACCEPTED B Y �� DATE 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR AS NOTED I Inspector Dote PRINCIPAL ENGINEER, FOR CITY ENGINEER GENERAL NOTESCOLUMN AT THE EAST CORNER OF THE OLD Vert i ca 1 6-0 NATIONAL BANK BUILDING. SIXTH STREET PARKING PROJECT 1 o Sheet 1 1✓1 Date CaVIeted R.C.E. NO. Expires, ADJUSTED• 9 �F 1 7Q ELEVATION: 1005.651 N/A R.C.E. No. Expires . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o LIGHTING FIXTURE SCHEDULE � � � � DESCRIPTION LAMPS VOLTS MANUFACTURER CATALOG i MOUNTING NO. WATTS TYPE J i POLE MOUNTED DECORATIVE HIGH PRESSUF?E 13 ���/ p gyp` SODIUM AREA LIGHTING FIXTURE, SINGLE MOUNTED � � HPS 2�8 �I�EC � �C-W3 2 WOMEN 73 ON POLE Pam? DETAIL 2, SHEET E-2 240-CRC14 E-2 APR 4 �3 13 13 /2A\ SAME AS 'IA' EXCEPT TWIN MOUNT I 50 HPS 208 LUIWEC P L 30-50W3 S 2 A-I1,15 146 24�RC2 E-2 (PROVIDE J-BOX 15 ADJACENT TO PANEL. NNA-11,13 � 15 I J TO INTERCEPT DUP. 18 SAME AS 'IA' EXCEPT TWIN MOUNT L30-50 HPS / HOMERIJN� 146 � DETAIL 4. SHEET E-2 � g0 HPS 208 LUMEC �C_� 4 - APR 44-6RC2 �FT/SP �-2 ��� PENDANT MOUNT H.I.D. LIGHT FIXTURE, CAST I 50 HPS 120 BEGA 94378 IT STEM II J I I� �C ALUMIIVIJM. CUSTOM COLOR CTBS CEILING F120M J I I �, I 73 IG 75 15 I I �p SAID AS 'IC' EXCEPT WALL BRACKET WALL MTD. 50 HPS M10 BEGA 6435S IJ I CTBS AT 7'-3' 1 UTILITY IH I 50 4 STORAGE 73 AFF. � � II 114 IK II I 50 MR 12 BK SN-B-BLW 9 PER � } � \ II �K SIGN LIGHTER. WALL MOIAVTED REMOTE 1� �� l` J� 73 - - 75 5 O �A�F�� �� LIGHTING 24-A TRI00 ARCHITECTURAL 2 FLOOD IF FINISHLIF'��A.R GRADE CN ARCHITECT.MOUNTED CONCRETE BOLLARD, I 26 PLC 120 UTELINES 15 (909) 676-2633N N Q 13 �3 13 5O 2� II IC 13 50 TYP. OF X �G STRIP FLUORESCENT, T-8 MAG. BALLAST Z 32 F 82 120 PRUDENTIAL RS CT 120 �a TO CHAIN XMEN TYP. OF 8 73 I' AS NOTED I 75 9'-0' A,FF. -/ �H COMPACT FLUORESCENT WALL BRACKET 2 i3 pL-13 r2p WF HAG2RIS 300 HZ CP WALL AT X F_— HW Y3 HPF +7'-6' /Z�z ",0000"'; A - i20 AFF. II �� IV IDHPF� 2N VANDAL RESISTANT FLU017ESCENT. DAMP LABEL. I Y3 PL Y3 120 WF HARRIS 30 BZ OW Fil 736 20 32O 13TBS �e C TELEPHONE TREE UP-LIGHT WITH LENS, SPUN ALUMINUM WITH ON BELOW ENCLOSURE �� VERDE GREEN FINISH I 50 PAR 20 120 KIM Q- 235 ON CAST HAL GR .f3 ALUMINUM 54 F- J-80X F21 2 J FLOOD LIGHT MOUNTED ON STRUCTURE I 50 PAR 20 120 KIM EL 235 ON STRUCTURE HAL 8L J27N/ AS DIRECTED g0 FL BL-P 6Y ARCHITECT SCALE IK RECESSED HPS DOWNLIGNT MOUNTED IN SOFFET � gp E-17 120 McPHILBEN 43 A RECESSED ELECTRICAL LIGHTING PLAN 1 �S 6261 P IN SOFFIT t/4' - I'-O' 73 [I]MOUNT ON CAST ALUMINUM 80X WITH SWIVEL BALL ALIGNER AND TAMPER PROOF SCREWS. PAINT TO MATCH SURFACE AS DIRECTED BY ARCHITECT. [�]ANCHOQ WITH ONE CUBIC FOOT CONCRETE BELOW GRADE. O O O O O O O O O O O O O O O EMOUNT ON CEILING of Tg.EP�oNe STRUCTURE ABOVE TELEPHONE. SEE LANDSCAPE ARCHITECTS DRAWINGS. ZL MS L�CATIUN STORAGE 120/208V 10 3W J 21,E A-8�`\ PANEL A O MAINS M.L.D. BUS RATING 225 AMP PNL AND DEVICE MIN A.I.C. RATING =10000 MOUNTINGS SURFACE WOMEN / -� � � VOLTAMP VO TAMP CONNECT TO NAND DRYER I ` � LOCATION OA O LTG EC MIS CIR BKR A B BKR CIR MIS REC LTG OA O LOCATION TYPICAL OF 2. VERIFY I I TELEPHONE BACKOARD PARKING LOT N.L. 913 25 - - 1 2� 20 2 - 9 - 1440 GENERAL POWER EXACT ELECTCdICAL REQUIREMENTS 'MTB' - 9]3 - - - 3 2 20 4 - - - 500 SPARE PRIOR TO ROUGH-IN. i � ' 2 PARKING LOT N.L. 402 it - - g 20 20 6 1 - - LSO IRRIGATION CONTROLS �7__ IN,N N N NI I - 402 - - - 7 2 20 8 1 _ _ 180 TELEPHONE CABINET N N XNSIGN / BUS 273 5 - - 9 20 40 10 - 3000 WATER HEATER Ix" \N Xl' I � � BUILDING EXTERIOR, ENTRY 1140 16 - - ]1 20 2 12 - - - 3000 N N3 RESTRUUMS 584 8 - - 13 9 20 2� 14 - - - $$6 STREET LIGHTING \N'N0000 (-A-2.4 E 6.8 UTILITL 50 1 - - 151.20 2 16 - - - 886 NI I 2 —� 4/s HAND DRYER lOOO - - - 17 20 - 20 18 - - - 740 STREET LIGHTING I 2 � - 1000 - - - 19 2 2 20 - - - 740 - HAND DRYER 1000 - - - 21 20/ 20 22 - - - SOO SPARE ZZ - 1 1000 L- - - 23 2 I 20 1 24 V - - - 500 SPARE 2&GfI —————————————.2 GFI PANEL. 'A' �B =10571 NOTES, I 4'� wC• 2 tt � I TOTAL CONNECTED VA = 22229 VA I 4 PULE RELAY, TIME SWITCH CIRCUIT UTILITY I /'��I� tt 10 E/G LCL, 11217 VA @ 25% = 2804 VA 2 2 PULE RELAY, TIME SWITCH CIRCUIT 'b' VA 3 1 POLE RELAY, TIME SWITCH CIRCUIT 'c' I / I 2 TOTAL PANEL LOAD 25033 VA 4 PROVIDE 3 CIRCUIT ELECTRONIC TIME SWITCH, EZ CONTROLS DR EQUAL BY PARAGON. MOUNT STORAGE FEEDER AMPS = 120,4 AMPS ADJACENT TO PANEL 2 Ell MEN ■ � 2 YC.O. I I / TO 'MTB' QRpFESS/ I I � 2 t4 GyC T. ti T � 2 � 6� m 17.19 J �A-17,19 E 21,23 � � a No. E6122 � Exp. 9/30/98 � J Sj4T �ZfCrOcA�'����' 8 - TO IRRIGATION FOFC{�\FO PROVIDE GFI WITH Wp. MT� C��L��• VERIFY LOCATION IN TEL NEMA 3R LOCKING COVE CABINET TO LIGHT SEE , osA ELECTRICAL ENERGY CONSULTANTS JDBA JOB NUMBER 95-204 CONTACT NAME Suite B � Riverside, �A. sz CA-PIS SINGS ELECTRICAL POWER PLAN SCALE � 3780 Twelfth Street , , I/4' 1'-0* Telephone (909) 787-1987 Fax (909) 787-8602 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEALS Designed By Drawn By Checked By Drawing No. c F � A w e c F � RECOMMENDED BY t ---- DATE : - [IFCITY TEMECULA DEPARTMENT OF PUBLIC WORK S U.S.C. do G.S. N0. J_63 AT TE�IECUTA ON WESTERLY Contractor CORNER OF FRONT AND MAIN STREETS. BRASS DISK Hor i zonta l Plans Prepared Under Supervision Of SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. ACCEPTED BY � ,��%�c�� � ���DATE � 7-2�96 Emmw3 Inspector 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR AS NOTED � FLO 0:� PLAN COLUMN AT THE EASE CORNER OF THE OLD Date PRINCIPAL ENGINEER, FOR CITY ENGINEER ELECTRICAL NATIONAL BANK BUILDING. Vert t ca l Dote Completed ADJUSTED: 1970 ELEVATION: 1005.651 N/A R.Q.E. No, Expires R.C.E. No. 4718 0 Exptres 97 ,a�. SIXTH STREET PARKING PROJECT Sheet 1 of 3 .S PLUMBING ABBREVIATIONS AND SYMBOL LISTS PLUMBING ABBREVIATIONS PIPING SYMBOLS - A COMPRESSED AIR L LONG 1. SYMBOLS AND ABBREVIATIONS ARE SHOWN FOR REFERENCE; NOT ALL PIPING BRANCH SOIL OR WASTE PIPING ABV ABOVE LAV LAVATORY SYMBOLS AND ABBREVIATIONS MAY BE USED. ABV CLG ABOVE CEILING LBS POUNDS 2. ALL NOTES ON THIS SHEET REMAIN PART OF THE CONTRACT DOCUMENTS. � PIPE DROP — — -- — — — EXISTING SOIL OR WASTE PIPING AC AIR CONDITIONING LF LINEAR FEET ACP ASBESTOS CEMENT PIPE LPR LOW-PRESSURE RETURN ACV AUTOMATIC CONTROL VALVE LPS LOW-PRESSURE STEAM GENERAL NOTESI PIPE RISE — — — — — — SANITARY VENT AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AFSR AUTOMATIC FIRE SPRINKLER RISER MBH THOUSAND BTU PER HOUR 1. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY �— RISER OR DROP — SD — STORM DRAIN AP ACCESS PANEL MIN MINIMUM COMPONENTS FOR CONSTRUCTION SAFETY. ARCH ARCHITECTURAL MPG GAS-MEDIUM PRESSURE 2. FOR BUILDING LOCATIONS, FINISH FLOOR, AND GRADE ELEVATIONS, BRANCH - TOP CONNECTION — OD -- OVERFLOW DRAIN @ AT MPR MEDIUM PRESSURE RETURN-STEAM SEE ARCHITECTURAL AND CIVIL DRAWINGS. ATMOS ATMOSPHERE OR ATMOSPHERIC MPS MEDIUM PRESSURE STEAM 3. FOR PIPING RUNNING THROUGH AND PARALLEL TO FOOTING, SSE MS MOP SINK STRUCTURAL DRAWINGS. BRANCH - BOTTOM CONNECTION CWV — COMBINATION WASTE AND VENT MUA MAKE-UP AIR 4. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF UTILITIES, AT BC BALANCING COCK MV MOTOR OPERATED VALVE POINTS OF CONNECTION, PRIOR TO START OF TRENCHING. SHUT-OFF VALVE IN YARD BOX CAWV--- COMBINATION ACID WASTE AND VENT BEL BELOW 5. ALL WASTE AND VENT PIPING OCCURRING IN DEMOUNTABLE OR MIN- BFP BACKFLOW PREVENTOR IMUM THICKNESS WALLS SHALL BE TYPE DMV COPPER FROM FINISH BFV BUTTERFLY VALVE NC NORMALLY CLOSED FLOOR TO ABOVE ROOF. —III- — UNION (SCREWED) - D INDIRECT DRAIN BLV BALL VALVE NIC NOT IN CONTRACT 6. FOR SERVICE CONNECTIONS TO INDIVIDUAL FIXTURES REFER TO BR BRANCH NO NORMALLY OPEN SPECIFICATIONS. � PLUGGED TEE TWR TEMPERED WATER RETURN BT BATH TUB N0. NUMBER 7. ALL HOSE BIBBS SHALL BE INSTALLED 18'' ABOVE FINISH FLOOR OR BV BALANCING VALVE NPSH NET POSITIVE SUCTION HEAD GRADE, UNLESS OTHERWISE NOTED. BWV BACKWATER VALVE NTS NOT TO SCALE 8. FOR EXACT LOCATION OF ROOF DRAINS, SEE ARCHITECTURAL DRAW- — -��-- FLANGED CONNECTION DI DEIONIZED WATER INGS. 9. ALL PLUGGED TEES AND PLUGGED WYES SHALL BE LINE SIZE UNLESS CD CONDENSATE OTHERWISE NOTED. C CAP ON END OF PIPE NPC NON-POTABLE COLD WATER CFH CUBIC FEET PER HOUR OD OVERFLOW DRAIN ODIA OUTSIDE DIAMETER 10. VENTS THRU ROOF SHALL BE INSTALLED 10'-0" FROM OR TERMINATED CFM CUBIC FEET PER MINUTE OPWT OPERATING WEIGHT 3'-0" ABOVE ANY FRESH AIR INTAKES. F_>p VALVE IN RISER NPW NON-POTABLE HOT WATER Cl CAST IRON 11. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING t CENTERLINE ACCESS PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN CLG CEILING AND THE ELECTRICAL LIGHTING LAYOUT. GATE VALVE OR SHUT-OFF VALVE CD CONDENSATE DRAIN CO CLEANOUT PG PRESSURE GAUGE 12. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES CONIC CONCRETE PH PHASE (ELECTRICAL) SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. pL PRIME LINE CONN CONNECT OR CONNECTION PIV POST INDICATOR VALVE 13. ASBESTOS OR HAZARDOUS WASTE: IT IS UNDERSTOOD AND AGREED THAT � PRESSURE REDUCING VALVE CONT CONTINUE OR CONTINUATION t PROPERTY LINE THIS CONTRACT DOES NOT CONTEMPLATE THE HANDLING OF ASBESTOS COTG CLEAN OUT TO GRADE POC POINT OF CONNECTION OR AND HAZARDOUS WASTE MATERIAL. IF ASBESTOS OR ANY HAZARDOUS SCW SOFT COLD WATER CW COLD WATER PRESS PRESSURE WASTE MATERIAL IS ENCOUNTERE, NOTIFY THE OWNER IMMEDIATELY. DO PRESSURE - TEMPERATURE RELIEF VALVE CV CHECK VALVE PRV PRESSURE REDUCING VALVE NOT DISTURB, HANDLE OR ATTEMPT TO REMOVE. PS PRESSURE SWITCH 14. THE PLUMBING CONTRACTOR SHALL PROVIDE THE STORM DRAIN SYS- A COMPRESSED AIR PSI POUNDS PER SQUARE INCH TEM TO A POINT OF CONNECTION 5'-0'' OUTSIDE OF BUILDING AND BALANCING VALVE DF DRINKING FOUNTAIN PSIA PSI GAUGE SHALL MEET THE INVERT ELEVATION SHOWN ON THE (ARCHITECTURAL, — DOMESTIC COLD WATER DIA DIAMETER PT PLUGGED TEE CIVIL) DRAWINGS. PIPING BEYOND THIS POINT IS SPECIFIED UNDER �r GAS COCK DL DOOR LOUVER PTRV PRESSURE-TEMPERATURE RELIEF VALVE ANOTHER SECTION OF THE SPECIFICATION AND SHALL BE AS SHOWN DN DOWN PVC POLYVINYL CHLORIDE ON THE (ARCHITECTURAL, CIVIL) DRAWINGS. VAC VACUUM DR DRAIN PW PLUGGED WYE 15. CONNECTION BETWEEN INCOMPATABLE MATERIALS ABOVE GRADE AND PRESSURE GAUGE WITH GAUGE COCK DS DOWNSPOUT INSIDE BUILDING SHALL BE MADE WITH TWO (2) DIELECTRIC UNIONS DWG DRAWING SEPARATED BY A 12" SECTION OF RED BRASS PIPE. MV MEDICAL VACUUM WATER HAMMER ARRESTER RD ROOF DRAIN 16. ALL CUTTING OF EXISTING PAVINGS, WALKS AND/OR FLOORS SHALL REQ'D REQUIRED BE BY MACHINE SAW CUTTING. HOLES FOR PIPING IN CONCRETE WALLS 0 OXYGEN E EXISTING PIPE RHB RECESSED HOSE BIBS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT. MANUAL AIR VENT EJ EXPANSION JOINT RI&C ROUGH-IN AND CONNECT 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIR- EL. ELEVATION RPM REVOLUTIONS PER MINUTE ING ALL PAVED AREAS WHICH ARE EXCAVATED AND/OR DAMAGED BY HIS ECW EXISTING DOMESTIC COLD WATER OPERATIONS. RV RELIEF VALVE CHECK VALVE, SWING OR LIFT ELEC ELECTRICAL 18. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT —` EXIST EXISTING F FIRE PROTECTION WATER SUPPLY INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR BUTTERFLY VALVE S SINK SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME F FIRE SD STORM DRAIN SP AUTOMATIC FIRE SPRINKLER LINE 'F DEGREES FAHRENHEIT SHT SHEET DESIGNATED BY THE OWNER'S REPRESENTATIVE. SLOPE - IN DIRECTION OF ARROW FC FLEXIBLE CONNECTION SOV SHUT OFF VALVE 19. COORDINATE LOCATION OF GAS & CONDENSATE CONNECTION ON AIR FCO FLOOR CLEAN OUT SPEC SPECIFICATION sup- CONDITIONING UNITS WITH MECHANICAL CONTRACTOR FOR ROOF PEN- FLOW - IN DIRECTION OF ARROW DSP DRY STANDPIPE NOW- FCU FAN COIL UNIT SQ. FT. SQUARE FEET ETRATION PRIOR TO INSALLATION. low.20. FOR CONTINUATION OF STORM DRAINS OUTSIDE OF BUILDING, SEE FD FLOOR DRAIN SS SERVICE SINK A FDC FIRE DEPARTMENT CONNECTION STL STEEL CIVIL DRAWINGS. SOLENIOD VALVE WSP WET STANDIPIE FH FIRE HYDRANT STIR STRAINER 21 . ALL SHUT-OFF VALVES, OUTSIDE THE BUILDINGS, SHALL BE IN CON- FHC FIRE HOSE CONNECTION CRETE YARD BOXES WITH THE NAME OF THE SERVICE CONSPICUOUSLY G GAS - LOW PRESSURE FIN FINISHED CAST IN THE COVER. FLEXIBLE PIPE CONNECTION FLA FULL LOAD AMPERAGE 22. ALL FLOOR SINKS & FLOOR DRAINS SHALL BE CONNECTED TO A TRAP TDH TOTAL DYNAMIC HEAD PRIMER BY A 1/2" PRIME LINE. 4 EG EXISTING GAS - LOW PRESSURE FLR FLOOR TEMP TEMPERATURE THERMOMETER OR WELL FPM FEET PER MINUTE TH THERMOMETER FPS FEET PER SECOND TP TRAP PRIMER P� MPG GAS - MEDIUM PRESSURE FIRFROM TYP TYPICAL SEISMIC RESTRAINT PRESSURE GAUGE FRHB FREEZE-PROTECTED RECESSED HOSE BIBB FS FLOOR SINK � FIRE HYDRANT EMPS EXISTING MEDIUM PRESSURE GAS FSH FIRE SPRINKLER HEAD 1. ALL MECHANICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO FT FEET U URINAL RESIST A HORIZONTAL FORCE ACTING I ANY DIRECTION USING THE HPG GAS - HIGH PRESSURE F&T FLOAT AND THERMOSTATIC TRAPS UH UNIT HEATERUL UNDERWRITERS LABORATORY FOLLOWING CRITERIA: C FIRE DEPARTMENT CONNECTION FTR FLUE THRU ROOF FU FIXTURE UNITS UN UNION — — DOMESTIC HOT WATER UOS UNDER OTHER SECTION EQUIPMENT ON GRADE: 20� OF OPERATING WEIGHT t POST INDICATOR VALVE FW FOOT WASH FFE FINISHED FLOOR ELEVATION UTR UP THRU ROOF EQUIPMENT ON STRUCTURE: 30% OF OPERATING WEIGHT PLUG WYE EHW EXISTING DOMESTIC HOT WATER G GAS-LOW PRESSURE FOR FLEXIBLY MOUNTED EQUIPMENT USE 4 X THE ABOVE VALVES, AND GA GAUGE V VENT FOR SIMULTANOUS VERTICAL FORCE USE 1/3 X HORIZONTAL FORCE. � — — — HOT WATER RETURN GAL GALLON VAC VACUUM GAS PRESSURE REGULATOR VB VACUUM BREAKER GALV GALVANIZED THE ABOVE VALUES ARE FOR AN IMPORTANCE FACTOR, 1=1 .0 GC GAS COCK VCP VERIFIED CLAY PIPE AND SEISMIC ZONE, Z=0.4. FLOOR CLEANOUT OR CLEANOUT TO GRADE TW TEMPERED WATER GLV GLOBE VALVE VTR VENT THRU ROOF GPD GALLONS PER DAY WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS THE ,� GPH GALLONS PER HOUR FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE CLEANOUT IN YARD BOX - TRAFFIC WEIGHT GPM GALLONS PER MINUTE W WIDE OR WASTE GPR GAS PRESSURE REGULATOR W/ WITH MECHANICAL ENGINEER AND THE FIELD ENGINEER OF THE OFFICE OF GR GRADE WHA WATER HAMMER ARRESTER THE STATE ARCHITECT. WALL CLEANOUT GV GATE VALVE W/0 WITHOUT WTR WATER HOSE BIBB WITH VACUUM BREAKER H HIGH WCO WALL CLEANOUT HB HOSE BIBS WC WATER CLOSET R.H.B. HDR HEADER WT WEIGHT RECESSED BOX HOSE BIBS OR WALL HYDRANT HP HORSEPOWER 35n1Clem me Mira 92g72, Suite K-2 HPS HIGH PRESSURE STEAM �� FREEXE PROTECTED RECESSED HOSE Y14) 44�-3�51 490 S. Rosemead Blvd., Suite 8 HTG HEATING BIBS WITH VACUUM BREAKER Pasadena CA 91107 HTR HEATER N A C K (818) 70-1087 HW HOT WATER ENGINEERING CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL 1 Designed By Drawn By Checked By ,` � _____' DATE ! 723 �` CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No , �p �,�o � RECOMMENDED BY � U.S.C. & G.S. N0. J-63 AT TEMECULA ON WESTERLY h��,�o ,�Fyc Contractor CORNER OF FRONT AND MAIN STREETS. BRASS DISK Hor l zonta l � `(� Plans Prepared Under Supervision Of �L— SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. a No. M 9 ACCEPTED BY : Inspector t,5' NORTHWEST OF THE EAST CORNER OF A DOOR E, -97 � Date PRINCIPAL ENGINEER, FOR CITY ENGINEER ABBREVIATIONS AND SYMBOLS COLUMN AT THE EAST CORNER OF THE OLD Duce Completed NATIONAL BANK BUILDING. Vert t ca l C ANIOP� N/A FOFCA�-�F�� R , � , E , No , Expires R.Q.E. No. Exp�res� �2 SIXTH STREET PARKING PROJECT s ADJUSTED: 1970 ELEVATION: 1005.651 ( ' 2-1/2'*CW UP FR. WATER HEATER SCHEDULE BEL. FLR. TO PRV STATION SEE DETAIL 4/P-2 2-1/2! UNIT SYMBOL WH-1 - - - - - - - - - Cwr�m �+°e"Na e of n°� LOCATION JANITOR RM �1��/ j�����/��������1���������f������ SERVICE CAST IN COVER PRE-CAST CONCRETE L ��s �x MANUFACTURER A.O. SMITH 2-//2"CGr/UP��P. BE1L. �1 U FD S E DE�Ai�R¢ f/E.QEOti � 2 L 2 1 1 MEN FINISHED GRADE MODEL DEL-10 � - - 6 WH � ET (TYP 2) 2„ COLD WATER OR GAS TO ;P d; 18" OFFSET AS REQUIRED TMPE ELECTRIC ?0 MEET DIMENSION � H8 1 � M V��c WC BLDG. SLEEVE FOOTING SHOWN IN ACCESS BOX 2-1/2 OR GRADE BEAM A3 RE- ...v - QUIRED. � �. ;: NATURAL GAS INPUT MBH --- 2-1/2 CW DN „ , THRU FLR. �P/SE �� CGf�EXP05E0 SUPPORT vave eox wm+ �N ELECTRIC INPUT KW - AMPS 6 - 28.8 �/4� OF�00,� ��LL TO Urf/O S/OE 2" FRHB 2,1 1 14 3 4" 4 z�°x r aeowvoo srnKes � 2-1/2 DRIVEN TO UNDISTURBED 208 _ � i CO (TYP) �rH. HEATER VOLTS - PHASE I UNION SHUTOFF VALVE OR " r SHUTOFF COCK u » , ,.. (�O 7 . � SIZE H X DIAMETER 18 x 18 ' 3/4 C�?/ D�f/ 70 TRAP f.�' E.P��OUTE (TYP) - -� _�2 - - - 27 �NP� 0/4 Pd Drt/ TA/.PU �L!-P. Ta �D/ 10 2„ � � 6 SIZE "H X "W X "L --- FGO 2" 3�� 2„ � 2 P /- �lUr 150 FLU !/TR � 2-1/2" 1-1/2" 2-1�FD-1 4" 6 OPERATING WEIGHT - L8S � 4" 4" � NOT TO SCALE FU 4 STORAGE CAPACITY GALLONS 10 /�t/STALG �D ��°/P/r%G A �5f/.9LL01�/ - CO SHUT-CUFF VALVE IN ACCESS BOX 1 ' �v co 8�TOr° Of 3 S��E.?�/P/NG � _ (TYP) � - - - - - - ---- -- l RECOVERY DEG RISE - GPH $0 - 31 /S LE S Tf/AN 24 � � /-.-IW + I L 4!)(TYP) CUSTODI WO � x , HB'HIGH REMARKS: COURTYARD 2» � � �� \ 2 COLD WATER SUPPLY M01,?A GE. I 2" TO WATER HEATER DF 4 (TYP) zc �--- - 1 3/4' 2 FCO (TYP) 2'� (TYP. 5) 1FD ZURN #WXT-8, 2.11 FULL SIZE SOV IN VOLUME GALLONS, � � CONC. Y.B. SEE � WOMEN LO) Q- OPER. WT.-so yes. DETAIL 1/P-2 1'X1/8" STEEL STRAP - - - IS ,2 X ,-,,t 11 scaEw to wnu. _ _-.. . _....._ .._. - THERMAL. EXPANSION T" ---------- T_ - - 2-1/ CONN. 27W & 3/4"CW TO DF-1 - INSTALL I-I/Er PLYWOOD FREEZE PROOF DRINKING FOUNTAIN HlDOEL ( 3/1 3�1�g 8-8" TO FLOOR MINIMUN �10xi-t/4' 6 ` � 3f ¢7/-7�00 KRL EQ3MINPEANGE)FOR 1-1fa' PLYWOOD TO 1'5� 718 4» ANGLE FRAME. PROVIDE CONN. t PINS O 4" MAX - TYP -,,rx,,4' CONSTRUCTION NOTESs�2 Q� ��ISPECIAL NOTES 1. 4"S1 2"V, & 2"CW HEADER ABV. FLR. MOUNTED AGAINST PLUMBNGI FLOOR PLAN 1. PROVIDE 3/4"CW TO TP-1 W/1/2"PL WALL SCALE: 1 4' =1 -0 PIPING TO ALL FLOOR SINKS AND FLOOR DRAINS. TMP 2. 4"S DN THRU FLR. W/WCO 0 BASE OF STACK & 4"VTR 3/16 2. PROVIDE WCO'S AT ALL FIXTURES PER PLAN 3. 27S DN IN WALL THRU FLR. W/WCO 0 BASE OF STACK UPC '94 NOT TO SCALE 4. BEL. FLR. THERMAL EXPANSION TANK DETAIL 2 ------- 5. CONN. 3/4"CW TO EXPANSION TANK MOUNTED AGAINST WALL - SEE DETAIL 2/P-2 THERMOMETER k2aWpTE R g�PPLY FROM T�ER7MA- RACKOSSEMBIY &ATTACH TO WALE6. 1-1/2��V UP FR. BEL. FLR. & CONN. TO FULL SIZE HEADER ON TANK - SEE DETAIL2 W/3/W0 x 3" EMBEDMENT (TYP) 7. 2-1/27CW UP FR. BEL. FLR. EXPOSED AGAINST WALL TO FULL SIZE SOV MOUNTED @ 5'-0" ABV. FIN. FLR. & RISE TO APPROXIMATELY 10'-0" ABV. FIN. FLR. TO 2-1/2'CW PIPING FULL SIZE N.C. ear-Pass HEADER. 110 HOT WATER TO FIXTURE PRV & STRAINER "WATTS" N0. 2235, a/a" BRONZE BODY SET 0 78 PSIG, PRESSURE RELIEF VALVE 8. CONN. 3/4»H & CW TO WATER HEATER MOUNTED AGAINST POC 4"S TO 4"SEWER LATERAL - 29 GPM � WALL - 3/P-2 0 IE=4.0 COMBINATION PRESSURE, TEMPERATURE AND REUEF VALVE � � FULL SIZE DRAIN 9. 3/4 H & CW DN WALL EXPOSED & CONN. TO MS-a <1-1/7'x1-1/7'x16GA Q., 2-1/2" 1"X1 g' STEEL ST ( W 10 TEKS SCREW TO TO GRADE w� �io. 12 x 1-1/r , ��ii�r & PLYWOOD 10. CONN. 3/4"CW TO FRHB MOUNTED @ 18" ABV. FIN. GRADE 4" RESTROOM BUILMNG T KS SCREW TO WALL 3 REQ'D ELECTRIC WATER HEATE GATE VALVE �r FULL SIZE GATE 3/4" I CT REDUCER (7YP.) 2-1/ vnLve - 'NIBCO" 1 1 . 2"V UP FR. BEL. FLR. & CONN. TO FULL SIZE HEADER F.F.E.=7.00 - - �`Es,�TMPjDEREU I I I I 12. 2"CW W/SOV DN WALL EXPOSED TO FULL SIZE HEADER MOUNTED 1-1/8" PlYW00 UNION (TYPICAL) 3/16 AGAINST WALL SLOPE � 2� 7*-�' TO FLOOR MINIMU �ox1-i�a' Ag I I I -1/2" FOR EXACT LOCATION 3KMIN PER ANGLE) EQ' I I 2-'/z� 13. 27V & 2"CW HEADER ABV. FLR. MOUNTED AGAINST WALLFOR SEE CIVIL DRAWINGS ANGLE FitAME.PP ODE CONN. � � /1e 4 2-i/z' I 14. 3/4"CW DN WALL EXPOSED W/SOV & CONN. TO FIXTURES PINS 0 4" MAX - TYP PRV & STRAINER "WATTS" N0. 223S, L 1-1/2"x1-S1/2"x1/ " 2-��r 1-1/4' BRONZE BODY SET 0 70 PSIG, � PRESSURE CADGE (IYP.) ANGLE FRAM 70 GPM (2 REQUIRED POC 2-1/27 CW TO Of M REDUCED PRES2 S. BACKFLOW PREVENTER ABV. GRADE 'NN WATER PRESSURE CALCULATIONS. _. _._ __ -- NP BUILDING DEMANDS: 3/16 SEWER F.U.'S = 70 WATER PRESSURE: 120.00 PLAN WATER F.U.'S = 109 WATER METER: 5.00 NOT TO SCALE NOT TO SCALE BACKFLOW PREVENTER: 15.00 STATIC LOSS: 3.00 ELECTRIC WATER HEATER 3 PRESSURE REDUCINO VALVE ASSEMBLY 4 RESIDUAL PRESSURE: 30.00 ------ -- PRV STATION: _20.00 6th STREET TOTAL LOSSES: 73.00 WATER PRESSURE (MIN)-. 47.00 LGTH OF PIPING(FT. * 1.25): 175.00 AVERAGE PIPE LOSS / 100 : 26.00 GPM: 72.00 PLUMBING PIPE MATERIALS: 1. DOMESTIC WATER PIPING: ASTM B88, COPPER TYPE "L" WATER TUBE, DRAWN TEMPER 2. WASTE & VENT PIPING: HUBLESS CAST-IRON SOIL PIPE, PARTIAL PLUMBING SITE PLAN CISPI STANDARD 3011, SERVICE WEIGHT, CAST-IRON PIPE SCALE: 1' =10'-0' AND FITTINGS WITH NEOPRENE GASKETS CONFORMING TO CISPI STANDARD 310. GOVERNING CODES: 1. INSTALL PLUMBING PER UPC, UBC, UPC '94 CODES AND LOCAL 3an1ClCe°mente CA 92672' Suite K-2 CITY CODES. 714) 443-3%51 N A C K 490 S. Rosemead Blvd., Suite 8 Pasadena CA 91107 (818) 70-1087 ENGINEERING CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEALS Q�FE Designed By Drawn By Checked By . � Drawing No . RECOMMENDED BY �� � -- --- - - DATE � 2� CITY EIF TEMECULA DEPARTMENT OF PUBLIC WORKS S a�O U.S.C. & G.S. N0. J 63 AT TEMECULA ON WESTERLY ?V\) � Contractor CORNER OF FRONT AND MAIN STREETS. BRASS DISK Hor I zonta l o� � � Plans Prepared Under Supervision Of SET VERTICALLY IN THE NORTHEAST CONCRETE WALL. No. �� ;U ACCEPTED BY : -�i�GL�'''`'^' �;•'��'��'y`' DATE ; 2S- 9d PLUMBING FLOOR PLAN, DETAILS, �• 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR W. s-a�-�i � P Inspector Date PRINCIPAL ENGINEER, FOR CITY ENGINEER Oi AND SCHEDULES COLUMN AT THE EAST CORNER OF THE OLD Vert�ca l � NATIONAL BANK BUILDING. A OF CA�F ���o �2 - ,�� - 9q a SIXTH STREET PARKING PROJECT Dote Completed �► ADJUSTED: 1970 ELEVATION: 1005,651 N/A R , C , E , No . Exp t res R.C,E, No. 9 Exp t res C ..rrrrr.rn orrru. ■w,rr�„m �®rrrr. „ rrMurr.r.drorrrrrrrrr.r�rrr .r.rrrrr ...■r � r .wrrr rrr .rr■ rr r�r .rrwrwir w�rrrrrrrrrrrrr �w■r�r�.nrr..r�w�� rrr�■�w.rrrcr� rrrrrrrar.rrrwrrrnr.rrrr.r. r�r �wM .rrr.r.. rrwMwrrrrrrr..rrrr,.W.rwr..r�+r.�qwr,wwwwwrr.�rwrrr+wrrrnar.ur.rrrr � awwrrrrrrrrrwi r. -- 5I-IP 1�NTEp RIDGE 1rLASHING: ...,. -8U15--SURFACE IMAGE PART � 'L CENTERED ON SIGN ~ INSECT !SCREEN 1/2'(WIDE o �p - OPAQUE WHITE t-lr= rAL SI1„iPSON Ha...� EA. JOT. METAL ROOFING00C.%,0F1ED1JLE �� TYPICAL � R �' . .",� �"�IMPSON St22 � �3ACk'' METAL EVERY OTHER JOISTDOOR ..... . ......... . ....�. . � . E L ROOFING -� 1*'toUN`T" S.�A`1•'pl_ PAINT OACI D I f=EN8r=R SLOT, -i GROUND ON - p►.N. �f � � �, 3 4 FROM F 11`�I I��I� 1�l_4 O�? 1. THREE (3) a' DIA. ALLOW FAC1r OF -� N AIRFLOW OR ROOM DOOR DOOR DOOR DOOR DOOR FRAME OP7~,IG HAROW � �_� VENT HOLES PER r� NAME TYPE WOTH HT THICK MAT L MAt L ELEV. GROUP '� IL •... - - AIRFLOW ,.,.BLOCK � CxRA� �,_� �''' -.,., Mutt FLUSH 3'-R7" W-10' 1-3;/4' 1411. 2' X 6' H.M. Sht r A4 1 � -�-� - , RA� �"�• !/$ �3AR �r16 °�htr A 1 1/4' 1TH1CK., 12' Di OIRCL� � qy SIDES y,� yy� L E, 3 6tyrage� FLUSH PR.3'- ' W-10' 1-3/4' 1-�1„1. �" X 6" 1-•E1`�. L/7 It»A3 •/ 1�' V I p�..r V r p ` �-�. 4 Cubtrad ta n 1:L 1�81~4 3'�t?�' �+'-1f�' 1-3/4' 14.M. ' . . TWO (2) SIMPSON ` '''-.""- i r r r X rG W.M. Sht.A3 Z 15A�''"K��ROUND COLOR 614ALL, RADIUS 5 Courtyard GAI 3-rP� .0 4 Wood Wood Sht.A! 4 CONTRAST !W/ DOOR COLOR A-35'S E.A. ELK �1�.. �, Court and GAT 3'-Or -1�„�r ,�� L R �CO'F�NERS _ Wood Wood 13htr A3 4 r� SUB-SURFA E IMAGES CE�tE�E� �� SIGN � ' 2X ;MF 2x toF PLATE, TYP Nw ; " ROOF SHEATHING 3YME30LS ARE TO BE CENTERED ON THE NO -- 2 04'8 CONfi. DOOR AND RE TO BE DISTINCTLY 2,.01 ROOF FRAh'11NGgo ARE ROM "THEEDOO IIN C;0..r.0FQ to �'I slsur= •-- . . --w CONTRAST. A R ATT'ACW SIGNS USING (3) TPREE 'C:OR-A�-VENT' �"�`_` • I LrATP LEAD C�4RO M 8�F;Z1E.U8, TAMPIER h I F'E1�1 �E 5�-400 STRIP 3/4 ,4B. x 12 ,E -A RESISTANT TYPE, COUNTERSUNK AND VEND. --_�--- ��45" O.C. .�' , , - 2X& 5L OCKING �- ADHE60/E. 000 CLR Ln IL ``'�.r._�.• RADIUS CORNERS T'",T'P. ---.�..- 05 VE f�T 0 2 4' O.C. �-� 41 .,,�. �'�.` � WH I•rE I/4 THICK, 12' I71A CIRCLE . ---,.. AIRFLOW INSECT SC"� 1/4' EQUALATERAL TRIANG METAL SACK, WATER CLOSET 1/2' WIDE 5ORDER- 2x4 "GUSSET' EA. JOIST TYPICAL- I V T NOTE: ALI.. NO'll Ai""' 'TYPICAL. FOR V4' J/8';;E 7001LEET ,EwRMEC�IATE BI_APIN� TOILET � IVENTED �'IDGE r3OfiI-1 SIDES of fiHE RIDGE R00t*olMOUNTINC;••�r SCALE: 1-1/27 =- 1'-U"' SCALE: J' 1'--Q" SCALE r N.1.�1r. .Sr 8111PSON H2.5 EA. JOIT.� METAL ROOFING, TYP METAL ROOFING --. TWO ROWS ROOFING FELTS PER SPEC 1' 01 Ar 'VENT HOLES *4' O.C. (STAGGERED) 5/8" T1-11 SHEATHING, TYP -- METAL ROOF FASTENERS PER SPEC INSIDE CLOSURE SET ax4 CONT. 'SLEEPER"' IN NEOPRENE MASTIC �Gfop? TA - - 5 N. III MINN. � � � SAVE FLASHING: � '���'' PART E 1 �D ROOFING FELT PER SPEC � � r. rr...r..�r. _ram.... .rrrr......r.rr� rrrrrwr.rrrr �.. ..w..rrww.rr ..rrrrrr r.ww.....r.. .. rrr.r.rr. -r-,r ._r...r.r �r �rr .r.._.wrr _�..rw.., __r.r__. rrrrwwrwwr rrrrr..rrr. . rr.w...rrrrw. r✓ rrw~w.nwrrr ........ ROOF SHEATHING • � • . �. � TWO C 2) S I h'11"='SCAN I I 6 d a'oz. •• Z: Z 3 EA. O L K i 'TYPICAL .r Y rr••�I C A L AT � ..r.. cv �•,. ALIT...•/'SLEEPS r� 2 RSF CO " /2 L SURE ;�• ./ � � � 2;X4 RSDF I.. � � 11 I I MEN2x& RSDF ( 1 CAULK 2 GATE". .• 1 I I 1 FASCIA - a 4'8 CONT. ROOF FRAMING.. .�..._._ -- 2 COR-A-VENT 3/4'" A.ir3. x IZ (� 5--400 STRIP �'I-11 W � � � � •I • �� -40 10 -40 VENT (CONT•) 8 o.C•. , . . 12 1 -0 •TYP I AIRFLOW � � T 24 o.C. a xS ROOF I • " . ;n BLOCKING EXTERIOR FINISH �- " ( . .._ �. . -- STORAGE: I " I • • " • ' � �'``.DOD I SUPPORT �'��' I I. I - , .-j CUSTODIAN/CHASEamEAV� INTERMEDIATE - ---- . I I _ �. . I ;� I 1�'LANTER • SCALE: 1--1/2!' -- 1' dr SCALE: J' 1�--p"' �. i I 4 i . •TYp • I 1�. c Kr=R.5 I I • " 12 I .. 2x4 CONT. AROUND ROOF PERIMETER I I I " IF I I OF ..... �- I . - . 000 METAL ROOFING 3H1�' G2 GABLE FLASHING �9 I TYP SET IN OUTY!L MASTIC TAIII ROOF SHEATHING LAP SCREW .,�3 ~� 9 ' I I I 24 ' O.C.. �..„ - '.�_ ' 'SLEEPER'- ,. I - 5 r' - 11 D IA VENT HOLE COURTY-ARI) I I • -' _ . MASONRY TOP PLATE CONTINUOUS 135TWEEN EACH aX(o ROOF FRAMING MASONRY TOP OF WINDOW ROOF FRAMING " " " •• I 2 .." GAT F.r/I r 5.>~�. 2X& a 24 O.C. ." I I " �' -•--01 I E - / ,r -NI zn6 . f .._. % I ;" L _ .�...1 TY 1 � 1 1� 1 1 i•.rurrr rwr uoin•urrunn•u I~irr N. �`. •w•� r � .�� r " ��w�� �.' (//�'�/ � WOMEN . 1 r wrrr 'E Q "'r ..... --ill x '00"l, Tyro .11 Rfi A.3 L-r ZZ 2 04'S CONT. .. �- A'A wrrrrwrwrr.rr err rri r•.rr..rrr �r.� ml...rrw. wrrrwrrwrrrr .r�� �rrrrrrrrrr wrrrrrrrr rr�r wr LAI � �.m..... rrr.rrr.rr ....r.,..r. wrrrwrrrrrr .. rrrrr..rrwr. . «. rr..•rr•.w.rwrr .,.-w+ wrrrwrrriwwrr .. .r.-.r.r. rr .r..rr rrr.rrw..rwr.rr ... . 3/4' AB. x la' ALIGN - *48" D.C. r..wrrr.r �.r rrr,.nr _ rrrr...rw 4x12 RSVP FRAME TI-11 A--A RABBET FOR 'STOP' 2X8 RSDF ACCESSIBLE A4 "S 1/lE Rfi 24' O.C. FASCIA .r D RIKI NG FOUNTAIN -•--`.2x2XI0x10 Will A4 NOTE: SEE DETAIL X FOR REMAINDER OF MOTES 11.01 F1.00R 1/4' = 1'-0" WINDOW FRAME AT GABLE EAVE EAV E @ C A B L�.rr SCALE: 1-1/27 1'-Cr SCALE: 1--1/2" 1'-.do GEENEfRAL <EYNOTE:6 DOTES / INTEfR10F% PIN15HE6.. 1. FACE OF STUD TO FLUSH OUT WITH FACE OF MASONRY FURRING, FINISHES FLUSH 1. ALL BUILDIING WALL13 To BE 8' CMU OYM50L. 2. PRESSURE REDUCING STATION - SEE PLUMS. PLANS 3. PLUMF3ING FIXTURES - SEE PLUMS. PLANS TYPICAL MASONRY WALL REINFORCING 4, BABY CHANGING STATION - RECESSED IN WALL 05 VERT& AT 24' w.c., Ar ALL CORNERS, AND ALL JAI" 56 5ROCAR PRODUCTS INC. 'E3A15Y-QUICK-CHANGE' 04 HOZ. AT 48' o.a. MODEL 100 SOR W/ TAMPER RESISTANT FASTENERS SOLID GROUT ALL CELLS THAT CONTAIN REINFORCING 4 SECURITY LOCK TEL: I-800-821-1201 PROvIDE STEEL LINlTEL AT ALL DOOR OPENINGS, RATED FOR OPENING SIZE 5. CONCRETE SCORING 2. INTERIOR FINISHES AS FOLLOWS: 6. 8 TURNDOWN CONCRETE EDGE STORAGE Room 4 CUSTODIAN M � �1. (not used) !� ROOM WALLS - UNPAINTED MASONRY (not used) MEN'S 4 UJOMEN'S ROOMS WALLS: WASHABLE EPDXY PAINT OVER 'MASONRY � FLOOR TO 8E SEALED CONCRETE I(;UAI & ASSOCIA-1-ES 8r 1'" E3ULLNOSE ON PARTITION CORhIERB, TYPICAL 9 ,ALL CEILINGS EXPOSED OMIT ONE BLOCK AT SASE OF PARTITION FOR DRAINAGE E F' SED WOOD W/ SEMI-TRANSPARENT STAIN � oPlannoi 3r GOVERNINGCOPES Iron THIS PROJECT' ARE THE1994 UF3C:, UPC, U>'�'1C, ANp THE Ar�hlt�t,tur� ng � Programr-ning 10. FLOOR DRAIN (SEE PLUMB, FLANS) SLOPE FLOOR TO DRAIN�r� 1°�93 NEC, WITH STATE AND LOCAL AMENDMENTS. il. HAND DRYER. 'FASTAIRE' HP-03 SERIAL '�332"10 4. ALL DRINKING FOUNTAINS SHALL COMPLY WITH HEIGHTS, CLEARANCES, AND Fred H. Gualda, AIA, Architect12. BENCH AND TRASH RECEPTACLE: SEA: LANDSCAPE PLANS PROTECTION AS REC.�U I RE p �"`�' USG-III 1 F3.2f'�I ■�� PO. Box 23t129 13. DRAIN COURTYARD TO GATES a 1/8'/FT IN DIRECTIONS INDICATED 5• C4NC9ETE SHALL HAI/E "L/GHr" ORODM F/NII Encinitas, GA 92023-1129 ALL ll oa.P sZAa�; INCZ UofN6 G'D11.Q7`,9�PD, Afe5 TD le� II 6,f4Zz Y ToL, (619) 632•-6326 CoCD•Q�D, D_9///5' CDLD,P `s.9r l D/eGD ,�Ur� '' /rt//5� 5' �D.Q/�l/T i4/D.4 .r...e�ru� Fig 6�19 632-74 6 TD � '�16�T rmw�rltllw"' y"zWz�D/rt/•Q�5'T Or�i'� . �/it/ra ..�......� ( ) � tea � 'y Did CDl��r1�.9.4� TD .B CONSTRUCTION RECORD DATE BY REVISIONS ACC':D DATE BENCH (MARK SEAL. � Designed 'By Drawn By. IChec:ked By ..._, .r.. .� ... .... .... ... �>C A L E ' y �. ,�,,.- Drawing No, RECUMMENDED BY= ...- DATE _.,� _ ,� DEPARTMENT C]F� PU13L_IC 1n/I�RK'S U.S.G. & G.S. NO. J--63 AT TEMECULA ON WESTERLY .� "� t� F14 � FHA .1 Contractor _ �„ � �� ,. .L........r �. CORNER OFF Horizontal � �'' ,�1 Q �' Plans Prepared U nde r Supervision Of - -- -� ---��-�- ---�- ---- �- - � ---� D MAIN STREETS. BRASS DISK a r- , SET 'VERTICALLY IN THE NORTHEAST !CONCRETE WALL N, ►, � � � �,..,� A)e � G ��8. �' ACCEPTED I3Y� �'- � DATE, 2 9� SQ Inspector _ 1.5 NORTHWEST !OF THE EAST CORNER OF A DOOR D ATE r r0 W. 6 tADoLte000LUMN AT THE EAST CORNER OF THE OLD RO Vertical � +�� Fee UNJPA� PRINC.iPAL ENGINEER, FCIR CITY ENGINEIERREMFLOO,R PLAN • NATIONAL BANK BUILDING. Date Car�pleted _ ��iy` • 0 ' ADJUSTED: 1970 ELEVATION.- 1005.651 N/A R,C.E, No, Expires R,C,E. No, ���o Ex iresi _ / r,. P ... rr,riw.Mrw. ,r,r. �w.. .. r.w, rrr wry r�wr� w■rririrr, ��..r�"'rrrrr.. ,,r ,o•r .,.rrrwrn , w,rrrrrrrr.. � rrrrrwwwrrww„a,rrrrrr. ..w, ■.,.,N M.r.rwrrrrrrrlr .r... rr+Nr.r.rwIrrrM.rr .. .r.rrr.rrrwrwwrrrM��. IMr.rrrrr .r. Ir..r.rrrrwNr� ■ ■ .rrr .rr.yrurwrrrAliwrrMr.rrwrrpWwNMw■M.r...N rwwrMwrMr. lrr�rrp 4 1E .. � � r �I ICI � �er� � rrww�rrwirM1rrr1 rr� r,rr ��rrmrr■Irrrl1w11,w. �rrrrrlrrr, lr rrrrrrrrrrrrrrrr.rrlY + rrr.r,rrrrr.rrrr� ,n..r.u.r ,rrrowNrr,Mwrrwl, rrr,rurir,rrrrrrrrrinirrrr.r...r.rrr . rrrrr,rrrrrrrrrrrrnrrrrrrr.r. A-, A-�4. . u,/ L V 0 2 4I' O.C. �...... ...... :wj ,� � 4x8 ROOF , EXTERIOR: FINISH PER a CONC. 5LOCK- GROUT SOLiC� PLAN-�—�-- .� SPECIAL. INSPECTION RIEQU I R�"O � O.C. ■ �� —�--- `�__._. �........... � �■r. ■,r.�."'__'_"_�M.. .��..r..�. ,�. .■■•■.•.... 4x� RSOF � ,24 FINiS� ra�RAO� ""� � 1�' O.C. �A. WAY CTYF') r � � ._..._ _ __ _ - -� .� ■_ �. ._ _ ._ _ ._._.. _ _ _ _�. .,.,. 1e.rr., C r.a;1' r ,., SrG 'r •• �r 'l*, '',,rrY ? 1 i''.ti. ..L�F.;.•eti:".''�.:r•AV•.•L'.`::t„ 1.j a�..4rf;1[r.} •w•■,r..►r• ,�.. 4 k .�ti'T.i •ti +:'i..�r'"t;4Ycf.r....N�.r'j'�,4'��1,pry_ "wy�'.._ IVY, 41, �..._Mr rrrrw.rrirrrrw.rrr• .r.� :1')f .l`► `y� •};1", <. •1,N':i.N .i r`.it t.•k' 1' rl: v♦,`.. + � I - r.""""' • ■.ww�ww■�wrwr.r +' rr�•Jr.Y,�^•H'�y: •f!�t••�rJCyC�s�.'YC,�,=•rytiat,v�. y ■ ■ ■ • • ,. .........,,�.., �� • ....,r w is �^'�^� • ■ • M ■ r • N r M +(Y1Al �' � i'1ASCJNI�'Y T01�' PLATE ._� _ _�. _ _ - _/'� _ . r✓. . _. rw.. ,_. _ _ _ _ ROOF SHEATHING .�- CONTINUOUS OVER WINDOW •. USA 5/S TI 11 PLYWO -Y+� y W/ N 4 E.N. 6' './M71i►■, �r".rrJ�r ■ ■ M ■ M M / ■ • r..rr._. ...rr 11■f/ , . � � r �-„w,., M I'�1A8ONh`�' 't01� PLATE -- CONa SL.A15 OVER 20 ___�___. � ■ � ■ M ■ �- FN. evd of 12 O.C. _ r r r M r CONTINUOUS OVER WINDOW 00, MIL VAPOR 5ARRIER OVER -�-- � � PLYWO LONG DIMENSION ENSION 1 --- 2' SANG OVEER CLASS i I 4 PERPENDICULAR TO, JOISTS N �! Q ' STAG i� JOINTS • ABC:. �3,�►S� , .y .�,.,_ ..,,_...r ■ • ■ M M 4 M • r r ■ Al ' 2 w 05 CONT. a TOP # 50T. �_1 -- __-- .. _... _._ __ . - . X - . - � _M •_ .• _■ r. __. r_ _ ■. . __ •._ .■ . � r • @ A ,.■, .tom ....rr.,._ • '.r ._ 4x4 POST C L.R. TYP. •N,� .� F■� ROO a> x8� IROOI= --- - - _- - - 3 r CLR. T 1 1 r , ! I w■riw rMr.wr�r ._-___......_._w 4x4 POST_""' f ` _ \./ - .,,,ter �...--,. • ...�.. � M __ ■.,,,._ r• �..,.w,,.,.,...._..,..r �.....i. � ■ - _■ _r _ „..• —io of04 0 2 4' s"L�._r.. f ALTE RNATE) � � /J� r■ (/I 7�,T/ � M ■ • .. . 7 4/1�■Lif 6.DrA r fBEiAM5 2 4 ♦ r • 1 1 F) ■ ■ 2 RI GE ..~ uromw '- --�--- SC��F i T 1=RAM ING: ��' =--`--- 1 -1 ._..�.. r _ � _ ...._.�_._.�____�_�._ __ ..... .�..._� AL.L. OTHER NOTES SAME AS TYPICAL DETAIL i _ ---- � 4x4 COST X - • xG/M ROOF Fwr�1 ■ ��. �iw�w. ■ M ■ • r ■ ■ ■ • rr r rr n r r w■iw•wt■ ■ter■■. .,...r. � � ��►� 1�OST - _ -_ �. SCALE: 3/4 1 -w-C? SCALE M 3/4 1 -■-CX Al µ M -- CKiNC:, T"�P I -----�-- '•�., - 5L© ING, T P . . N �� �� � •.,..,.. ■rr. � r w r ....M rrr ,...._•....r. w M . +.M •rr r.r.• ....r■_.w.r • Al • CAP FLOCK TYF' /.ry r r • ■ ■ � M • ■ • M 2x4'S a I&' O.C. r_ ■ ■ ■ ■ ■ r r (� ■ Al • • • r ■ r r r M ■ i �4 CONT �-� 2x DF-.P.T. GILL PLATE �OARO � BATTEN .__._ - - �_ ._ .� Al ■ ._ .. . .. _ . . _ . .. . . ._.. ... _. . i�J/ �/� D 1�4■ A. HOLM"fi x lO �1 M .�-■... _..■-w-. ■ ....■� .�.■ A r Y(//'�, �Jy}}+�� „(�/�J(/�� N�7y 3 f` M M r 1 � M �/l�Rri/ ��w�Fr r1 . ��A1 M�� � �� ■.f rV. �� 1 � I r • . • , . to 40' O.C. 150T , SIDES OF WALL 05 VERT. 32 O.C. �--- . X F 1107, 1 1 %0 83 CMU (PAINTED) . 1 1 I T ONE C M • M r M �. .w.rwr .■r i M ..*_._r M _ r .—. --i r r r M _ M i • (SEE 8ECTION A-A)P. . __ ._ .. ■ _ .. • . _ -- _— --- - -- .. _ _ M . . ---.., 4xw ROOF - 24' O.0& w --- CERAMIC TILE TOPSET BASE .r■w■..M...M..rw.�.� ...rW...r■.Mr.r.rwwrr■r ..M.w � r.w.■.r...rrr .. • TYP FRAMING PL N CONC. FLOOR ,, A- _.- --- - 2 x8 ROOF: FASCIA, TYP Al �.4 CONT. or 4 5 ,....� __.._. z 64 CONT 104' 111.01 ' ' Id «l 12' *4 CONT. —�--- A-, 1'� 4' jjjjjj TO I LET PARTITION WALL fox$ COL. TY1�' _. SCALE: 3/4'r = 1'-�C}►' S GALE� 3/4" � 1'--Cx' ._� M �/�M !/� A ' �''"'�- ' .~-�._ � � CONC. V L A� CN � Ar�r *r Nrw.rwrd. �rr� .rrwrurrr. rrrrrrMrirr rrriMr, w� ww,. ' "'"'. � � 6x6 ROOF WO. COLS. STONE VENEER TO 00 ...._..._ ..•_ 5 --. 1 '►' . MATCH LIGHT POLES ..� ._ _�... _, SEE LANDSCAPE VWGO) SE� PLOOR PLAN SI4F.F.T A.-i r �, 12 a I� FOR SLA5 AND SCORING � ,�A - 1 � 1 tH�sl-�OLi� MAX. 1/f■' Wi�■■�TH M _....I CAULK ALL AROUND? — ' r -- — _ .�____. EXTERIOR SLAB FLUSH 1/2 EXPANSION SAT L ..rrN.POST BASE �.�.- , ,.�,,,M.■.,, ..�„ ...,v _ "` 4' la i+C�1~I CONC. �CU1�3 ` ' - sip 'q, �-� .DLO ' -to Op iNS -. CVFY) ,a►S LOCKER i�ASE �� � �_ '- ..r.M.■.r.M.. ,� ii1 OF EXPANSION MAT'L.. AT �4 CONT. r 4 5 �, TU I V RTS i1�twC0 SLA 3 I'�11N 24' ALL SLAB EDGES AOUTTiNG z MASONRY, TYPICAL �- `' t I I t X" d' .A 0 d N 1 4 ;a . mo •..r..rw.+rrrrooe lv x8 COL. �yi� ___. .__. __-- • , - _ ALIGN N N A ■ir y "+w,,, FM ALL OTHER NOTES, SAME AS Q 5' 8 N �'- _ 3'w•4" 31,41 �- - DETAIL i - . ..- ". ... DECORATIVE COLUMN FOOTING TURNDOWN EDGE � ---- _ OF 00,F 01F OF _ . SCALE: 3/4 1 . SCALE: 3/4 1 Y .= 1 � t,YP �� ��w.�a>* ...rrrrrrrrrrr rrrrrrrrrrwrNwwrwrrrrr urn rrr..w..r.� . rrrrwarrrrN■ .. � rrrrr �w A—A u � A-4 ���-41 11 21.61 5', �j 1/2 1 40 62'._S� 1 =o .��.FOUNI)ATION UA1_.. & ASSOCIA'] [,S. Architecture * Planningo Programming Fred 14. Gcalda, AID►, Architect P.O. Box 231,i29 Encinitas, CA 92023�1129 'rel: (619) 832-8328 Fay (8'19) 032-7435 Drawing Nr�„ CONSTRUCTIOf l RECORD DATE BY REVISIONS ACC'D DATE BENCH (MARK SEAL_-- c , Designed By Drawn By (Checked By 4 -- �. .... .. ����..... .... . .. �. .. SCALE .. .. . �_ ___. - .�---- l "" DA T E I �� E�_ M�ECU _w■. A DEPARTMENT O F� P U I3 L I C WORKSRECOMM�_NDE_D BY ... � U.S.C. & G.S. NO. J---63 AT TEMECULA ON WESTERLY ,,,, ,,,,, �,,,�_... � . .... �,.M.... w 5 Contraclor CORNER OF FRONT AND MAiN STREETS. BASS DISK H���`i z a n t a k � Plans Prepared Under Supervision Of 4 SET VERTICALLY IN THE NORTHEAST (CONCRETE WALL „ A C C E P T��D I3 Y= .� • L�� DATE: �'.� ,� •r Inspector 1■'5' NORTHWEST OF THE EAST CORNER OF A DOOR �4' 1 N°. LA +� • ��� '� � � ------ - COLUMN AT THE HST CORNER OF THE OLD PRINCIPAL ENGINEER �'❑R CITY ENGINEER u A 13 NATIONAL BANK BUILDING. VertiCal ,Q 1 ` Date Completed _ �`02.Z'b' C12 9 57 S"IXTH -� r ir .. .. ......,.. ET PAIZKING PROJE N/A ' " `.. R.C.E. NCB, -- _ -- - - Exr)ires .�. R,C,E• No, F xpires . ADJUSTED. 1970 ELEVATION. 1005.651 •w. C� � ,..... .. �..�..� �rww..r..r.__.....�n. r.. rr. r .r.r w. r.w ...w.. rr. r .w»r .. .. .. .1.■.. .ri r.■■■.rr. wr ..M. rrur. ...� �...rw+.,w.. �m+r.rr,ww.r , .. rw u....r. w. ,...r.... , .r. wrr.wer.r.r ... .... �.n ..r» ...r... ....rr.are... .err..rr..., .. rr .,r.,.., .rw. �.. .1 .1.1..rrrr.r■.1II.w1w.r..i..r. w.IN .wrM .w1A1e.r .l rr■w "". w°' r'11"'"rrrrrrr .A.'" .' Irlw..r�rr wr..w. �w � rrrw.. ar...w.rwr. rr.rrn.r...... .rrurrr■aw...�.wi.rrr.. a..r.rrrrrr . r....ri.r.�rrnrwww...M .wm.r.rwwrrr ,e.w...r. w.�wi. 2x4'S '9 IV O.C. 18111P8ON' ACE POST EXTERIOR CAP 0 4x4 POST FINISH �UILD11*�G AM PER PAPER � PLAN ` - 2x6 LEDGER, CONT. ~ASONrY FA��TITION .Tr� 60A DISPENSER SDA10 DISPENSER MASONRY PARTITIONBEAT COVER JOIST HANGER, TYP BEAT COVER DISPENSER 3/4' A.5- 0 49' J.C. GRA5 IBAR DISPENSER w�w... PURR. AS RECQ 1T) -1 T TO MATCH FURR. AT MA8oN r 2 #4'S CONT. MASONRY (tYP) `` •., PA INTE 1� ,1�1ASON'R'�' (TYP PAINt�X7 �.. oxm'r PAINT BOIL I T FRAMING fit --- ' FRP WALL COVER 9 C lx2 RSDF TRIM IF\ IF1/ E3A5Y C NAN : � URINALS, 2 ON STATION ALL AROUND E3A15Y CHANGE SIDES (TYP') STATION *~ = I LL L: T TYPICAL SOFFIT FRAMING L__j " CA .. "d» rrl N SCALE: 3/4 �-�- 1 �-0 Q� - � �� � - � / i� �, ��� - cv �. � _ ...... r ww.....�.... _.. . ...... ... w. w.. .w. "—RR".w r..w.... r.wrw.. a.... .uu. r..wwwww» w•.:.h rrrww.wtw +r...w-h V X ENSEI~� ACCE5615L.I METAL MIRROR 15AN. NAP'. DISPOSAL GRAP3 5AI~: TOILET P'AI�'�R URINAL --- 6 CERAMIC" TILE F3ASE I�ISh'�1*dG�R MEN'5 T01L. T ' WOMEN'.5 T01 T INITEF11OR ELEVATIONO'"" 1/4' 1"W " xpoar TI-11 PLYWOOD (TYPIR) A-A i I i 3 . �•r., l Al �� Al 4 Al ►� '� RON 5 AI 8 Ali?» .._._.. .. `` ,.. -.�-�-�— T 1 w-11 80 IT ._ 5 12 ,,,,,,E 1"k IO Al 6 T1-11 SOFFIT OF 12 AI CUBTOD I.AN 5� ��r!A�J„�, 14 WOMB mB ``�.. qC RIDGE VENT 11 FASCIA 1�ENGHTS 1 3RR • To _GN 13 M C2)RRRRI _1 N _ •--' I II o 12 A2 �o TI-11 SO IT A2 ----- .rwwrwirrrrww.. Ire 2 h' 'wr.' wF r—.rw'Y.'. �� •a t .Y• i t r. '.ti• rwwrw� I '!III «r.. w.r. ..r.rr wwwwr..►r.»rww..w .rrr.......r.r 15 . I I I SAYE VENT, T"rl~' �I I I ,�2L R==J. ---- -- EX.F 6ED 4x6 RSDr- r=Xp+ SED 2x& ROOF A_A, WOOD 5EAMS (TY1�.) Wooio 51..00I�ING (TYP.) T1-11 E.AVE, TY1�' RON IRS SECTION 1;A5CIA, TYP BIA"B E SECTION AmmA �-,'. 1/4' 1'-"' ' 1/41, � 1'�O 1 SECTION KEYNOTES # � 1. MASONRY TOILP.T ,PARTITION (TYP'ICAL) REFLECTED 1' �3t�l..l.NOSE .. TYP'ICAL ON MASONRY PARTITIONS. CEIL.ING PLAN- 2. 2' CAS' MLOCK (TYPICAL) 4. LEAVE ONE 5LOCK OUT FOR DRAINAGE. 1�4"' s 1"-O� 5. covEo TiLe (mus"r C�OI"*1PLY WITH OCEANBIDE COUNTY HEALTH DEPARTMENT R.EclUIREMEN78) TYPICAL AT ALL RR MASONRY WALLS. 6. TOILET PARTITION DOOR. 1. 50ARP ��I 15ATTEN OVER SLEEPERS AM 8. 2x4 TIE AT EACH JOIST 11(;UALIDA & -ASSOCIA] S. FLra6HIN � 0 HIGH SIDE OVER TOP of METAL ROOFING Architecture * Planning o Programming 1O, METAL ROOFING DIRECTLY ON PLYWOOD (NO SLE1:P ER8) 11. FASCIA ON GATE STRUCTURES TO MATCH 5UILPING Fred H. Gualda, AIA„ Architect 12. Glfr9NI rg(BEE LANDSCAPE PLANS) PD. Box 231129 13. '8I1~'POON' FC66 POST GAP W/ THRU E30LTS, TYP EACH WOOD COL. M N N JOIST,ST EACH CONNECTION Encinitas, CA 920'�3-112�9 14r 8IMP'SON W2.5 EA. SIDE EA. J , � 1`cl: (819) g32�-532$ 15. 'S I i�PSON' C56 6 iPOST 5A8E Fi�x: (��19) 832-7435 NOTE: FAINT ALL EXPOSED METAL CONNECTORS TO MATCH STAIN COLOR ... . ..... ........... . . ...........M.. ....... ... .... ... .... ..... ....... �.. . .. .... ..... . .w..ww► .w. ....wr. . .�...wr �.. .rwrw.....r. .. ...err �. w...M......... .... �..rr..r.. ,. . ..w., ,..... .....r.r.w..._...... .... .. www.. �.N.w.wwrs N... .. a.rw. . .w.. .r.. «....,,,,,yam Drawing o, . ,� SEAL_ , Designed :By Drawn By Checked By ..� TEM�ECU [. A .� .�. >� DEPARTMENT OF PUBL,YC WI�RKSHiMARKVTSIC]N� ACC D DATE.. BENC i ..._ I�ATE� - . \rJ CONSTRUCTION RECORD DATE BY RE SCALE � �` .•�-.- -- - RECgMME�NDE_D BY, • ... ..a,_,,,.,...,_.., .... ...... ,. .. .. .. .. .............. �. C0 U.S.C. & G.S. NO. J--63 AT TEMECULA ON W •� �� Contractor - CORNER OF FRONT AND MAIN STREETS. BRASS DISK Horizontal �► Plans Prepared Under Supervision � _� -_1,1 T CONCRETE WALL ACCIEPTED �3Y1 .�...�.� ]�ATE� � SET VERTICALLY IN THE NORTHERS Pt � ,�i ►� 078 � E" 1 4 -- 1 0 °' 61JAUVA � � GINEER FUR CITY ENGINEER ReR �r y 10� Rp � 1.5 NORTHWEST �F THE FAST CORNER OF A DOOR � Date �� '°I P RINC:CPAL EN Inspector - ET PARKIN COLUMN AT THE FAST CORNER OF THE OLD ° vertical PROJECT NATIONAL BANK BUILDING. �- 9q XT I Dote Completed .--- �- �( R.C.E. --- -- N iA �.. N o, � Expires __�.__ R.C,E. N o, � Expires, p I r e s� � --- ---- ADJUSTED. 1970 ELEVATION. 1005.65 ���