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Parcel Map 12549 Parcel 17-19 Precise Grading & Erosion Control
_01-- !gRADING N01,11fc.2 1 ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 457. GodSIEULT124 do'.]E.C.2 2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE DRAINAGE 5WALES 5HALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED '�•p A MINIMUM OF 2' FROM THE Top OP GUT OR FILL 5LOPE5. So N0. DESCRIPTION UNI T5 3 MAXIMUM OUT AND PILL SLOPE - 2..1. r-� .. I l GON5T. 42' A.G. PAVEMENT OVER 7.5" AGG. BA5E (DRIVE AREA5) 5.F.=27,000 A.G. GG0 TON 4 PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL A.B. G30 G.Y. FILL 5LOPE5 OVER 5' HIGH. � 1A GON5T. 3" A.G. PAVEMENT OVER 4" AGG. BA5E (PARKING AREA5) 5.1`.=18,300 A.G. 327 TON 5 ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT Q0lA RD. A.B. 223 G.Y. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY G FOG SEAL 45,300 5.F. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS , 2 GON5T. rob CONCRETE PAVEMENT OVER 4 AGG.: BA5E 3�O X50 5.F. OVER 1 DEEP. G A REG15TERED CIVIL ENGINEER 5HALL SUBMIT TO THE CITY OF TEMEGULA'S �' TYPE "A40 CURB AND GUTTER PER CITY 5TD. 200 34 L.F. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ,p a� � 4 CONST. V� T. TYPE �D� CONCRETE CURB PER CITY STD. 204 IGN L.F. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR � 5 CONS ,� CERTIFICATION SHALL BE TO a APPROACH PER CITY 5TD. 207-A, W=PER PLAN (MOD A5 NOTED) r. Y 5.F. TO 155UANCE Or THE BUILDING PERMIT. � GON5T. GONG. DRIVEWAY 7 GON5T. GoP.V.G. (5.D.R. 35) DRAIN PIPE INCL. REQ D. FITTINGS 235 L.F.LFILINE., GRADE, ELEVATION AND LOCATION OF CUT FILL 5LOPE5. 7 FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN BUSINESS (8) GON5T. 24' X 24~ BROOK5 DRAIN BOX W/ TRAFFIC GRATE OR APPROVED EQUAL • PARK DR. y ONE FOOT. �'' Oq GON5T. 12" X 122# BROOK5 DRAIN BOX OR APPROVED EQUAL G EA. 8 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF . UOGON5T. 12 P.V.G. 35 DRAIN PIPE INCL. REQ'D. FI TTING5 �O5 L.F. GO 5 ) THE PRELIMINARY SOILS INVESTIGATION BY SLADDEN ENG DATEDAPRIL O.D.R.C . 1GO L.E. Two SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED o TH s� 11 GON5T. 18 P.V.G. (�5TM--F67g) WALL T�fIGKNE55 T-- 2 GON5T. RETAINING L BY EPARATE PERMIT. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN � RECOMMENDATIONS AND CERTIFICATION THAT GRAVING HAS BEEN DONE IN LI�O�NIA ��.. RANCHO GA 3 EX15TING EDI5ON VAULT & I SER TO BE PROTECTED IN PLACE CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY REPORT. '�� 1 1 0 14 q THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 sL OCA TE EX15TING 51 GN 5 E HOUR5 IN ADVANCE REQUE5TING FINISH LOT GRADE AND DRAINAGE � 1 R 180 S.E. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING VINCENTOG) SAWGUT AND REMOVE EXISTING A.G. PAVEMENT. ff LOT. D . ,a 0 L.F. PERMIT FINAL IN5PE'CTION FOR EACH MORA GA R (17) SAWG�JT AND REMOVE EXISTING CURB AND GUTTER. 0 PHONE: (qOq) Gq4-G411 l (18) GON5T. 4" THICK P.G.G. CONCRETE 51DEWALK 1 5,500 5.F 10 GUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL FELIX YALDEZ RD. 01q REMOVE EX15TING RETAINING WALL 75 L.F. 5LOPE5 EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE D CONST. CURB OUTLET PER CITY 5TD. 301 1 EA- PLANTED WITH GRA55 OR GROUND COVER TO PROTECT THE SLOPE FROM 01) GDNST. HANDICAP RAMP 3 EA. ER05ION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR 1 1 EA. TO THE APPROVAL of FINAL INSPECTION. �s 2 CONST. �* N.D.S. SPEE DRAIN INLET (OR APPROVED EQUAL) BE PLACED ON EX15TING GROUND UNTIL THE GROUND HAS . A 11 NO FILL SHALL 3JN,59L�__ IGI D pAV1E ' MK1G:.A5. DTE 41 PLAN .r .�- _ r_,.: : ED 0�' WEEDS DEBRISTOPSOIL, AND OTHER DELETERIOUS Y BEEN CLEAR .,... ,,VICINIT r�� SAN .220 �� �NO 5CALE 4 CONSr. Coll egEFE _D91VEWAY.A?F)?JAcoil. PEK CITY STD 2a7 (Ws MA TER I A L. 51Vl` � S.ARI >�E�..50105 PEPORt DATED 4/14/85 AND ARE TDB VERIFIED BY a���AVEME1qT 12 IF STEEP SLOPING TERRAIN OGGUR5 UPON WHICH FILL 15 TO BE L R-VALUE TE5T & 501L5 ENGINEER5 REGOMMENDATION5 AT TIME OF GRADING. THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SEE DETAIL ON SHEET 2 501L FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REG15TERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 13 DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 5TRUCTURE5, TEMPORARY DRAINAGE CONTROL SHOULD CARIdWO&KI BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT EXCAVATION 150100 G.Y. PROPERTIES. 14 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. EMBANKMENT 7s700 G.Y. 15 ALL EX15TING DRAINAGE COURSES ON THE PROJECT 51 TE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES EXPORT 7,400 G.Y. AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 1G 5TABIL I TY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- NOTE- I VE-- NOTETHE ABOVE ARE PURE VOLUME QUANTITIES 5 ONLY AND DO NOT INCLUDE TENTHS (1.5) SHALL BE SUBMITTED BY 501L5 ENGINEER TO THE . ANY OVEREXGAVAT ION, SHRINKAGE, SUB SID , ENGE TRENCHING OF FOOTING ENGINEERING DEPARTMENT FOR OUT AND FILL SLOPES OVER 30' IN VERTICAL SPOIL. THEY ARE THE ENGI NEER'5 ESTIMATE AND ARE FOR PERMIT HEIGHT. PURPOSES ONLY. CONTRACTOR SHALL PROVIDE INDEPENDENT ESTIMATE 17 A REG15TERED CIVIL ENGINEER SHALL 5UBMIT CERTIFICATION OF BUILDING FOR BIDDING AND CONTRACT PURPOSES. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 15 REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18 EROSION CONTROL: ALL GRADED 5LOPE5 SHALL BE PLANTED WITH R05EA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 5LOPE5 OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED AT 10' ON CENTER5; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' 1N VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R. 1q FIN15H GRADE SHALL BE SLOPED AWAY FROM ALL EX TER I OR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 20 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER GOUR5E5 SHALL BE SHEET INDEX PERMITTED. I TITLE SI�EEr 21 ALL PROPERTY CORNERS SHALL BE CLEARLY DEL INEA TED IN THE FIELD PRIOR 2 SEG T1 ON & DETAIL 5i-tEE r TO COMMENCEMENT OF ANY GONSTRUGTIONIGRADING. 3 PRECISE GRADING PLAN 22 APPROVAL OF THESE PLANS BY THE CITY OR ITS A GENT5 DOES NOT RELIEVE 4 HORIZONTAL CONTROL PLAN THE APPLICANT AND H15 ENGINEER FROM THE RESPON51BILITY FOR THE 5 ER051ON CONTROL PLAN CORRECTION OF .ERRORS OR OM155ION5 D15COVERED DURING CONSTRUCTION. UPON REQUE5T, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LEGEND: AVING UQ= T.W. INDICATES TOP OF WALL T.G. INDIGATE5 TOP OF CURB 1 MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. . T.G. I ND i GATE 5 TOP OF GRATE 2 MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. F.F. INDIGA►TE5 FIN15HED FLOOR 3 AN APPROVED 501L 5TERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES F.5. INDIGATE5 FIN 15HED SURFACE PRIOR TO PLACEMENT OF PAVING. F.L. INDIGATE5 FLOW LINE 4 ASPHALTIC EMUL51ON (FOG SEAL) SHALL BE APPLIED NOT LE55 THAN F.G. INDICATES FINISHED GRADE FOURTEEN (14) DAY5 FOLLOWING PLACEMENT OF THE A5PHALT SURFACING AND E.P. INDIGATE5 EDGE OF PAVEMENT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT E.G. INDIGATE5 EX15TING GROUND EMUL SI oN SHALL CONFORM To SECTIONS 37, 3q AND q4 of THE STATE B.W. INDIGATES BACK OF WALK STANDARD SPECIFICATIONS. INV. INDICATES INVERT 5 THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA G.B. I ND I GATE 5 GRADE BREAK DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK H.P. INDICATES HIGH POINT WITHIN CITY RIGHT--OF--WAY. R.D. INDICATES ROOF DRAIN 6 TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT or PUBLIC 30.50 INDICATES PROP05ED ELEVATION WORKS, ONE INSPECTION AT THE TIME THE BASE 15 PLACED AND THE SECOND ----31--- INDICATES EX15TING CONTOUR WHEN THE A.G. HA 5 BEEN PLACED. � INDICATES SEWER LINE 7 THE CONTRACTOR SHALL BE RE5PON51BLE FOR THE CLEARING of THE PRIVATE ENGIl R"S NOTICE TO CONMGTORS -----W------ I ND I GATE 5 WATER LINE PROPOSED WORK AREA, AND RELOCATION AND GoST of ALL EXISTING -.-G------ - INDICA►TE5 GAS LINE / r2QILt! ERSAND LOCATION OF ANY l#IDERGRO(hD UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED - -R-- --- INDIGATE5 RIDGE LINE . UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING THE EXISTENCE �. BY A SEARCH OF AVAILABLE RECORDS. To THE BEST OF OUR KNOWLEDGE THM ARE NO EXISTING UTILITIES EXCEPT A5 fE INDICATES PROPERTY LINE AMSGAN INC. SLADDEN ENGINEERING OF CONSTRUCT t ON A T (IqOcl) �Oq4--X0411. CAUTIONARY MEA"ZS To PROTECT THE G782 5TANTON AVE., 5TE. E 8 A COMPACTION REPORT BY A 501 L 5 ENGINEER SHALL CERTIFY q5 PERCENT SHOWN ON THESE Paws. THE coNTRacroR I5 REQUIRED To TAKE DUE PRE (30.50) INDICATES I GATE 5 EX15TING ELEVATION 2 MAGY ROAD UTILITIES SHOWN AND ANY OTHER LIDS OR STRUCTURES NOT SHOWN ON THESE PLANS. P.O. Box 587 BUENA PARK, GA. 80621 COMPACTION OF BASE PRIOR TO GALL FOR SECOND INSPECTION AND ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING worm SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT HARR150N NY. 10528-0587 (714) 523-Og52 PLACEMENT OF ASPHALT PAVING. THEIR OPERATIONS 50 THAT ALL EOYEE5 ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC I5 PROTECTED. ALL ' q COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE 5HALL I'�'[. CONTRACTORS AND SUBCONTRACTORS SHALL COI''nY WITH THE"OWATIONAL SAFETY AND HEALTH 9611.ATION5~OF THE BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE U.S.DEPARTMENT OF LABOR,AND THE STATE OF CALIFORNIA DEPARTMT OF INDUSTRIAL RELATIONS CONSTRUCTION r2QURCE QF T- ,. PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION SAFETY ORDERS". DMI DIGITAL MAPPING INC. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND 5U8C oNTRAcroRS ca�LrANCE WITH OR PRECEDED BY COMPACTION TESTING. WITH THE owyATIOtk SAFETY AND HEALTH REGUlA TrONS• of THE U.S.DEPARTI'�NT of LABOR OR WITH THE STATE of SO71 SLA TER AVE., SIE. 110 CALIFORNIA DEPARTMW OF INDUSTRIAL RELATIONS''CONSTRUCTION 5AFETY ORDERS". HUNTINGTON BEACH, GA. g2G47 Underground Service Alert CONTRACTOR FLRTHfR AGREES THAT HE SHALL A55W SOLE AND COWLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DCRING THE COt R5E OF CONSTRUCTION OF THIS PROJECT, INCLINING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREhIENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING Homs;AND THAT THE CONTRACTOR LEGAL DESCRIETt0ft 0�F°R YQ 511AU DEFEND,INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HAR1tE5S FROM ANY AND ALL LIABILITY,REAL OR � INC FDR LIABILITY ARISING FROM © Cr EXCEPTING I'ARGELS 17,18 AND 1q OF PARCEL MAP 12548, IN THE CITY OF TEMEGULA, COUNTY OF RIVER51 , ALLEGED, IN CONi�CTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, THE SOLE NEGLIUNCE OF THE OWNER OR THE ENGINEER. ALDEN CIVIL ENGINEERS � Call: STA TE OF CALIFORNIA, A5 PER MAP RECORDED IN BOOK 74, PAGES 84 T>�tROUGFt 8g, 1NCLU51 VE OF C� G� � PLANNERS I�'ED cntArir�S MD vSE�►: SSOCIATES LAND SURVEYORS PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 1-800 u�u►uTfrOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,LOUTHORIEED CHANGES TO OR 422-41335. ALL CHANGES TO THE PLANS MUST 13E IN WRITING AND I�JST BE APPROVED BY THE PREPARER 18412 COWAN., SUITE 210, IRVINE, CA 92714 USES OF THESE PLANS. OF THESE PLANS, (714) 880-0110 FAX: 800-0418 TWO WORKING DAYS BEFORE YOU DIG Drawing No, cc D BENCH MARK SEALS Designed By Drawn By Checked By IN DATE BY REVISIONS DATE A to G q '' DEPARTMENT OF PUBLIC WORKS CONSTRUCTION RECORD SCALE RECOMMENDED BY, _ DATE= ''r �pF ESS/0 D.S. D.S. D.B. 00 o Q Nq! o U.S.C. & G.S. DISC Horizontals �D LEE �' Ptans Prepared Under Supervision Of PRECISE GRADING PLAN Contractor �ti�J 911 CA i �� o T ACCEPTED BYE DATE ,�� IDE OF OLD BLDG. SHOWN w J 63--1927 N.E. S AS � FOR U) No. 40496 � � - Date PRINCIPAL ENGINEER, FOR CITY ENGINEER ctor Inspe C� W LY. CORNER OF FRONT STREET STEVE W. CRESSWELL �_ �r.�x=:.a AMSCAN INC FSA Ex . 3-31--99 DAV L. BAC 0 N - 0 AND MAIN STREET. Vertical J, ..�.J r PARCEL MAP 12549 Date Completed �9 Expires -- - o Sheet 1 of 5 p �' �I��1. � 40496 Expires ���1--99 R.C.E. No, 471 So 12--31--95 �r .�9es... 1%s �7.g, &ItY15ED QUAN.TITl 9 -. N r,� �-� ��2-05 w ELEVATION: 1005.808 N A F `�o R.c.E. No. 2835 VINCENT MORAGA DRIVE TEMECULA, CA. 92590 � OF C p�. 8/95 D.5. Q REV 15ED QUANTI TIE5 & 5HT5 I THRU 5 THIS SET SUPERSEDES S SIGNED BY THE CITY ON 5/31 / 9 ..;gal.7. • i i q' 5. 2' OVERHANG � CURS OR CURB GUTTER PER GR RING PLAN Mo cAsY 1001 �� ►, I 40or PARKWAY 4#912 4+�14 5 CONGO 5 PROP05ED TRA/06 ORAtC TRANSITION FINISHED GROUND CL tx�� a- NO 324 TOP KCTgN lIT N I AYTN A01.`AM�fI]H OA 3» WIDF WHITE � � w a K•o ,�N°�' '" 0;33 4 51RIPP5 PAINTED z 12lob WITH TWO CDAtS I �. EXISTING RET. -- 112AN51tI0N G.F. � ��„� GROUND WALL � EXISTING ��i,i WIN i,�i ... ,� 4' FROM 6' TO Sy A5 REQUIRED � ��i •� ' ------- -- --- » » • '' ••. � OC �KBO IOMfEA S[CT � M17,30t.'W/PAR AY j CURB � GUTTER _ ^_^__ __ a � � NO 9424 311 Ib PARKWAY,Qit TRAFFIC o 3 WIDE BLUE 8 C.F. I - 1' STRIPES PAINTED � 0.5y MIN 0 � .507: `�' WITH TWO GOAT5 � --- 5LV'rION A---,Al 3' ��.�� c� CMAA1 *1pp SlCTIQHS ANS 90T10M SLC' TI0N3 AVAIIA81,t WITH tRAN4 NO SGALE NOTE: Toy ow 4.5 �REfFRTO CITY STD. 301 FOR NeALL CONSTRUCTION SPECIFICATIONS Noz�z� �owaA :,:SIC� �1 L63 �x.a 10 � REINFORCEMENT. =42'Ila Is 60 ,is - U MODIFIED CURE INLET z� �' 2424194 2, 60e1030 w,�W71 "� �� f2424 Li HT 4VPUT FERF. A1lA9l� . NO SCALE 24 2 to 4 24 wia,4914 90-00 1414EU 40 EXISTING PAINTED GLUE ��W�TTOM ML4 13 30 I,S�. �'A i�l.A4p4 Al BLOCK WALL , 0,3 � RET. � HANDICAPPED a 24249 l 14.!o—' 12 WALL 4 5YM80L (3'X3 .24'x24"CArtEH BASIN • WITH y„ WALLS � as � NDIGAP RAMP DETAIL � RAILING � � ��.�•/�,,.- ,•s.., N .II54Z4 . .-.'.-.,-Q--'-;. 4 Q� � 8AOOK9 PROOUCI� Z Z NO SCALE � A\�Q� OP05fD » a a �12 RET, o z FINI5F1 GROUND 24! X 24!' BROOKS BOX WALL a SECTION B,,wB a NO SCALE NO SCALE PROPOSED CURB & 1,�D�A�� • . 18 PRO WALK tip GUTTER p•, & STAIR . a a MO Ilia�AAT IIOPARKWN 029 27. doo '.•' a it d 17.o' MINO MIN. . No iziz 'Yoa ucrlor+ . � d OR IMNSIOM AvAILAFAt WITH OR 5 12 0 02YSEG T1 ON f-�' A NO SCALE 11.78TC a�,.�r�"r" i!1 CMAl11 11.28FL A q W0.1213 $ttte PARKWAY ow I .NO 111 LOW[II MAI • , �' KWAY 11;F" 5EG 1 1 ON ��i—l/ I a wr,• 0 WT*�t Hann NO SCALE1.4 PROPOSED CURB A �.� 2y_ a F. � stt cMMr ZI z ° MIN. titi• ` ' V K�0 IZ ►-; Q � SI= VARI45 T � TOO OM ONd 9ACH WALL. rXTION AyAl"BLI.. X 4 4 lil' TO 0 I01 1p 9-0 iroloIIIIIII� 12 la, t4 I ISO\ Q � LOPE �� / 5 GTI N BELOW IES it :o• y lOWlA NY. tot AW�f,AOt� gee Wt rk 4F w; a 0-11 oil Z � � `L0 Ia � �� pti,�� 124 tie i 43s Mv4 • x t� w,a -- 00 �� 13.43 a �� � TW ' � � 12X 12CATCHBASIN n . N �, o' ` !�,�20 WITH 4" WAl,f.S �lLGr1 ON D—L PROPOSED 12 PVC 2 � •�� uAirg y � d� �2�2 NO SCALE eaooKg pROduCTB. 1 2" X 12" BROOKS BOX- NO � SCALE DETAIL F's w NO SCALE 1 1 1/2 1 1/2 . °- wr ZI-' 060' 3'- 0" 0.60 0 0 o.Z 1/2 2»R 1 ixlyjN l/ W a ' d i"R 1,�R LLJ � ��EXISTING � '� �N �j o ' . a a ., GROUND S\\�\V � SECTION E—E Underground Service Alert No 5ca�� 14 0 N C. NEL D U C H A N NO SCALE00 - O�oRE o u V�v n/�•�� Call: TOLL FREECIVIL ENGINEERS ALDEN PLANNERS 1-800 SSOCIATES 1AND SURVEYORS 422-4133 . 18012 COWAN, SUITE 2109 IRVINE, CA 92714 (714) 880-0110 FAX: 880-0418 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE Acc'D BENCH MARK SEALS Designed By Drawn By Checked By Drawing No, � SCALE Q�pf ESS/ON D.S. D.S. p.6. RECOMMENDED BY, DATES �°� 95 CITY OF T DEPARTMENT OF PUBLIC WORKS � Contractor Horizontal ��``��p LFf a9��y Plans Prepared Under Supervision Of / 00� cam' � %P ACCEPTED BYE ' ! DATES � f � ° .. DETAILS & SECTIONS, � Inspector N/A No. 40496 � iY�_ .. FOR � Date PRINCIPAL ENGINEER, FOR CITY ENGINEER � * EXP. 3-31-99 * DAVID L. BACON S7EVL� W. CRE55WEl.L v�rt��a� �r'" AMSCAN INC. PA95-0021 � Date Completed qIF O1 V 1� o� 40496 3-31-99 g718o 12.31-q5 �,.'��:.��ea�:��� PARCEL MAP 12549 �''`� 28381 VINCENT MORAGA DRIVE TEMECULAs CA. 92590 Sheet 2 of 5 N/A pF �A�,\� R.C,E, No. Expires R.C.E. No. Expires r 8/95 D.S. 1 DELETED & REVISED SECTIONS /o-L'!S /sem1 ------NINE_ ...... IN------- ' • THIS SET. SUPERSEDES SET SIGNED BY THE CITY 'ON 5 31 95 ,0 , . MOM Now 0 LLI z 4j v,.;. Al I X ., A DE ' A F-% ,qk ii� 'Vt --J -4- Y� to F)A F?11, E I..., 1Kr N �r AV UE + + + i z r- -v,-,4 V-4 ell el WW__ lee"" Al J -1 ("",,�::GVRB rAcE e ------- E3 ------------------------ ---------- ------------------- ------ --------------- .........--------- -------------- ------ --------- WI --------------- :3 _v------- 'x") T -- -------- ------ .......... ............. lip ................ ........... ------------------------------- ---------- --- 1% ....... sl� ...ttz_ ---------- ------ -------------- ........ --------- ------ - ----- - --------- e------- ----------- ----------- ---------------------------------- -------(03 ----------------- 3 0 A" ------------- ........................... ------------------------ Jk, ---------- ----------- Z ----------------------------------------- r (i - _4 .,J L ------ J /r 7:772 q -eel- % I - N ce- .",_Aq 4" 1 TA IL "A 4--f 1-10" -or We e 0 A 1110 31, lee A I fill 1 IX V) J/ Z $17 '411 LLI --------- ----------------- ........-------------- J." - V I E T MORAGA �1 VE ee*.-e' SIT 3.- r"1_W P I(V i I 1 .1 1 .4------------- --------- Al__----------- Le� I 1/ 2: 4, > 11_slj�V '-;__ �L Q k--- I ---------- ------ -------- `--- --- - ----- - I - ----- -- ee* ----------- ------- -------------------- --Z .1 _j 4m------------ -------- ------------ ---------------- ------------------------- ----- r" -�---m __---L L... 1�� .. ..... -------- -N__�---------mm------_--------m------ -1 ------M-M-------ttr �.rt, I ----------- ...................------- ------- --------- --------------- ------ -------------- tu ------------- tu ---------- ------ v,kj P-7 N X Z Z, is j k > LW GRADE TO PROVWTCOVER R POW r 0 ]l- G lele" 1 -4 C) t--42j: 44 3�_ '33 ------------------ .........go --------- -------------- fw�� N 075'v-) OVER `�ROP`05 5TORM DRA'1V VI ZY) -4 .,,:!a 1..:! k9 j. t A Q1 L( IL4 L IW. 51....... 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I U_-IN el u1b --------- %Of 2 31, 'Ilk z ------- F 1, 1 1 41- 1-0 400 4 ----- el RAIN 'TION t-4-i-` .4h _........_ N. oe�iAll, -------- el e,- low L L L 4 Ape; if All % .3TW 0?_ Al'N;, 4 10 <4+ 7' 7 "j, LANDSCA AREA -OP. V"I Q LAND i iz T-1 SCAPE AREA IN. CONTINUATION S6�`\' r 'is 6`:':'z w L r r..! 14 4 f A 070 All" L JI It' tj 0. '4' FOR N T r SEWER LINE REFER TO L or A, I . I PLUIBING Pb4N5. ell 40(13. 1, Q A_ V f I el, I.-, J.A SCAPE AREA U 13; qI Vl(;,� I-T.I.. tLlrc. Ile I RAW- 1 4 4 A& RD. k9 ------ .,e ,gxw I N Xl -- - -- - I i H * I ' �0_ ADJ. TO 51DEWALK r_S b , I , . V'�% . I - ?-1 1 ;; ; �j !41 79) 1 70%m --0- �41 TW OF'F I GE 17 4,. t---Lj 5CAPE EXTEND FOOTNO Ln 64.. 1 1 1 !: . ! , ,;,.i:�i i ; I I I i il IS, L IS, L A 5 REQUIRED 0 7775 z INJI A , 7 L 4 4, & CONNECT 18 Rif UN 0 J CONST. FORdE MA K,A" T 2 3/'T N, 4, W < 4 P.V.G. '7 IN 6-. 0j, f L >< 4 j L eoo� a, A # A INV. v ;41 1 -%4 fo *4d W WIS. V 46% 0 Ai A -.5 R,00f�_ ROOF t L If A. 44 4 % f 41P 4 A. Is 131 AX A. '4 REFER TO MECHANICAL PLAN -4 21 H�' PE %b SLOPE SLOPE VARIES j E, Ad i A' L V` 7_ FOR 51M PUMP. A .49 If ..A :4 % ..... Ir IF A 46 4r I J C� L 7 flu n P A ell A. A !A U A .0� Ile 4 L J, L 0_4 L L lie L 4:' 4 :; - ,,`,i:� : !6. %;: '64 L .% .4 4 A ,e .41 44d1X X F 416 "A ..0 1 AT i6b e, 44' L 2,.( A 14% i \S IN qr L W. J` 10 r 4 L L V A < "CRE q 91A L�L 1�'% '; .- --''i:% 'j' '% -A AU ce rr- e E: ..) .: m - .A I .. i.". :: , I.% U 5 PRO 0 5 D W f le Q 8,4 eoop?b % Air Co 'r A ,L I I, I t dt 4 J`1 H A -4 % A A* --- --------------- ------ loelo" L I ft-\ Aim 227. 8 41 le 0" 4 4 WALL; if J! A f I I j I." Ji e A,I L L IX 110, L L L A' 42.. 44 As i it Ir le 7* -W .A�* . Ly '18,4: v !i L 4 46 "RI'"A A A /h- VJ Air 1b 4 X 0: q 4') AV j L Co 1". co ]7� e 46 k LLJ % Q: 4:4, AREA L: Z L L I, I iL F A4 L L 4 .. A 0001, _4 Q2.03 T 4 r- qe L L 44 Ad L 1P 0.14 .4 4 4 r A- All,.4 4 ---.-IPA D A Je < A r A L :A 146 op A 4.6- % 007 41-. 6 S I J A 1/A 41. . , C I , 10 46 N, 4 r A '04 4r A A IN J If., - - ,, ,, ,. A A ///r It - ," % --4 v Ai I's A L le % L '04 42 �X -40 A -j t �L 4 4' C:� 4 It'.4 SLOPE L L T12.4YG VARIES 4 f e e I. A. 117 1 1 If A! 4. e A, 4 Jr. t '-1e A It 0 A 21 MAX le I 4i '-A e, L % 4' NS e,- ht '4, .4 #4 % %Ilti_ el A V e A, T If - .,@. 0 A- 0., 4'. X,,eee, % IF Ak kl Iw All .......... �v e, r all, 4. v e eel, N -A 'A ROOF 4 el 'Ie A JA-.q. % I -1 1% ell e., e LQ SLOPE Roo 16 1 A 4 46 f IA A f4 4 . ..... 40 4, 51.0 A 41F, FEE: 41. �4 Ze, 4' �i-�� ee. 4 J/ e.1 10 e el, le e 4e 4' el ee, fe A IL 41 e ,e 4' 4 e, 4` 0, lee' C,C I ee' 4e ei e e A, I J-1 ell -e- 0 e` �.::eeel 0 e 11 1 ,_,." f., '-Z qJ 41 0 411 000F _0` e, ee Ile ee_ 1z 16_i4 A: 00'e, ee" 'e- For 1 4.1 .1,Ie,11 e I ..e- 110 eo ell el ele, ee"', t 4:� #V .10 41" `e- Ill e- e e. I - j - , 10' - ell ei 4"' ;111z I e e er ee., 1-10 e* ee ell e-o' e 4"' e,_o' le "e, lie el A e ee Ile' 4' IL If,S el, ei % :;J . e' A e` 4' L()(e AL 11. 1 000, 'l L I I,- I m - 01 el, "lee, e % A4 J le ell 0' le, 10 e eel,e At e` 'e. e- el- le A- -1, .1 d 0.. e 4- el 10 �e-"ee 10, lee, IF e, .0, e- ee. ell" Ill t 1r..�_.,J_,_*------ Ile' -e ell 41' e, 11 ell, 01, le, ee, R. ------ ell if Ole ol, r .-I Ole 11 z I, I j Ile% 41' lee, el- e-lo,ele" ee e. .41 eye,_.- lee. e, el, 41 4( le' 4"' le�-` le" I 1n, Ile, 10 Ill e 4e e ee- f 0 f, e e er e em, el 4d Ile .0 le ell, 10 ell, e,_ e ee- e, ee, le 'e, Ar- ex, 'e",eel*''010, ' & 01 e,e 0, el ee. el, . el el, FO IN A�� lee 00' lee el, 4 all, '.1-0, P, qV - 'I t ell 4 0 RD. ell .4- 10 "1,e .0e PAVEMENT----4 0-11 ell- i 1,53 X r e I" elee Ile 11 ib _j ee I 1� 14, 1 0,'.46 5 now eel �e 00 00" Ile 'e' e'-z, >07 i 1-1 &K el 'e- Ile ,,-' 'ef" ' :�" I< 110, e" Ile' ell lee 4e le ele e, 41 'le 41, 4e* .1 e' le le le lee� - ��/"4 .1. 4" le, -I 'e, 'e' --I-ex el, ee, e el le..1 ee' '0 10 Ile -I 15.3TW EXISTING ROOF DRAINAGE TO BE DIVERTED TO PIPE ATTACHED a -I Z pi�� 0 I k� e- r eeo .'e"le" .4' 1 le e 0 1 Air ell"l, Ile e .0 ..ee .1 dle I eo, 'e" le,",ee N OG 5G'07" W G5G.11' I P - e e e. ee., e'eo ell, lee ee' e I-, ell le' e` TO EXISTING BUILDING AND OUTLETED ON SITE. NO DRAINAGE Ile e, Ile e e. lel, 0-0, ei e- e e' e e' el'.. ell e- ell" ee- Ile" e le e. oe le, ee. le Ile o- Ile f, e el. 0 TO BE DIRECTED ONTO PROP05ED SITE. 15T.N#ASIN TO N W"'I 3jL 01' _J 1 01 eelo'l �0 e�ee,`e*0'0,,l`:ee",, /-I.- eel ""1 .1 .1 1-0 1 ...10 >- e le .,e' e.. 4 Iff-114 PLACE. 4e e ee* el e. le, IX 4e 'e' 0 eel- ee I- e I-IX " 0' ell IX eo -.e.",.,., . e�/" 4. ;o-e lie le el- I" le" 0 el"el". e' le l e ell e 1 0 ei-eI 41 e". .1 e.le I, p 10 1X/ " '.1 11 . e lee Ile' e' ee,- .-0 ell ell ee"ell* 'e, e, ei "e" h .'e"'..-ee" e- ee e- le 10 e el e"e, 0 e` e- eo" lee'x ee 111,\,el'40 Ill' 0 0, , e 'ele, ee" eeme,el' el to 10 ell Ill e le, e,le/ Ile- e"", Xe e,'11.el lel, ell, IX e' le I ,,- .- I,- - 1 ".0 0" ell 40'ee Ile lee -:e"`:�e' e" Ile" Ile e, Ile e' 0-0 .4" ell Ile �ei ell le e le ee 0 eel 0:;:� "el eo ell, Ile I,,. ee e' e e 4, X ".0, 0e, ell . -..."e, i e,` . "'. e 'e' le" Ile "Oe el ee "e, ee <5 0 ee.- el, ill /I ell'//e Ile" le,'--e:-' Ile ........4. e 4e� e' le, el' le, 'r e e le .0 0,0- ;ei 00, oe e., Ile lee ell .0" 0 Ile 00' 0 .111 41 'e"'� .,e� ell, if e el'i- lei.11, le".0. ei .", /I e e e e' le, 'e-'e, ell fl. - - i i I ,ell it f 13 U f C, E fl ell ele, Ie �5 e'/ ........... ell, e I j e eel' e, Fr e,eo, e e lee, el, e' el 4"' oe" ol REA"' er 00 ,e Ile e- 11 Ole, e e-ell ell er- e- 11�lle- lei,e e- I Ile' e' 4' e ee.le ell ee. e' I" el Ill " e' I/ 'j, . .00* eo, el, .1 X/e e" e` '0.'e, le ee, ee /I e -e' el",e .1 ell"1, e el ell" re, -le"e "e", I:� e' 1 .01 10 40 "eo le 411P "'el 'el>le- eeo If-5 e e,-,,e ;l 1 0., " e,' Ole 00 .10, 'e" il 'lei .10 T X. 5. G'oKf,'4'1� RTNP 1 e"r 0;;#o-0,ee-ee 'el 0''11.7 001, ee ell ee 10 r e e ell "I ep, Ile e e;i, 41 e i , V ,,e .1 IX 41 0", 0e, 00, e e e e q lee" e 4 Ile, eee r 4, e, e" 0 le' 1 4" el,le,ell e'Ile e 11 or 10' le 0 e 41 e le, .1el le, le ee. I�ee le el I e el, X ell X/0 11 4r ee Ile ee r/e Ile 0- 2 4 e- I 1-0, .0 00" Ile Ir e I 4r' 0, , /"', e, Oe 'ell e Ile Ile'oe . 4r' e 4e ` Ile, le, el e, e' elef . . e,le,'" e ell ole, I'll e'r- e et el - -- 4S6 I k Ilee". �111e 0"ll"lee- ..,"re-Ill I ee 40 �ee Ile 0"" :::� e, e e" elle 4 oe .4 e 1 01 _;;" -, I�� e e Ai llfvl�- ee el ,,- I-- - I,-- ,ei7.-I lee e " le, e ee eo' �ee ee* ,,, e-- .-- ee, e fr, Z� le" 'e'",e, ee, ee lee, li"lee e. I. I ell le e:r'e`-e,4,' Ile" e- e e lee 0_ 0 30 60 ee Ili le" '0.0 10' 1�00 el/ .1 .,,e I 1 10 'e'e'ell ell, ele 4' ell Ill' 1 10 Ile Ole e el Ve` 11 e lle�, Ile lei*% Ile fe"_�`11 le e,� "',ee- e-1 el' e, e le Ili 0 Ile I, e e le e" 0 Underground Service Alert er- Ile le e,'e e e le 1 10 Ir/ ........... ME SCAL IN FEET .01, Call: TOLL FREE I inch 30 ft. ALDEN & CIVIL ENGINEERS PLANNERS 1-800 SSOCIATES LAND SURVEYORS 422-4133 NOTF: 18012 COWAN, SUITE 210, IRVINE, CA 92714 (714) 660-0110 FAX: 660-0418 1. REFER TO 5HEET 2 FOR ALL 5ECTION5 & DETAIL5. TWO WORKING DAYS BEFORE YOU DIG DATE BY REVISIONS DATE Acc'D SEAb Designed By y SCALE Drawing No, 0� N3 Li D..S. D.S. D.B. RECOMMENDED BYi DATEj ?57 111.01F U.S.C. & G.S. DISC Horiz-6-ntal P(ans Prepared Under Supervision Of M A Inspector J63-1927 N.E. SIDE OF OLD BLDG. No. 40496 ACCEPTED BY1 PRECISt GrNmDING PLAN 1 =30' go, ?. / ". 9 00- W DATEi .Iqlgj- -Vs. REV15E -DRWY. LXATION s, CLIRB LAYPLJF 11-2-15 1)4600.- @ WPLY. CORNER OF FRONT STREET Exp. 3-31-99 Date PRINCIPAL ENGINEER,, FOR CITY ENGINEER FOR AND MAIN STREET. LP DAVID L. BACON ..... Lo Vertical 81q5 -0" STEVE W, CRESSWELL We Compteted LOCATION, GRADE5, 104-b 4600--- 9 CD f,(- 0 \1 AIVISCAN INC. PA95--m0021 I V I RKING LOT LAYOUT, REMOVED 5TAIR5 & IDEWALK FORM PARKING LOT ELEVATION: 1005.808 N/A R,C,E. No. 40496 Expires 3-31-99 R.C,E. No. 47180 Expires 12-31-95 E f%A Sheet 3 of 5 28381 VINCENT. MORAGA DRIVE TEMECULA, Vm. 92590 01- 111111!m------- 11111�__ . - -795 THIS SIGNED BY THE CITY ON 5/3 FEL L CL� E; > 44 DE N� gL&M '110 + FELIX ALDEZ I AVENUE hhh M w»w h t. .,,»»,.»»,.,.,.,.»........................»»»»»,.,...»,.,.........,.,.,.,...........,.,.»»»„»,.....,...»».......... hh,»,.,.,.,.»»»» ,... ,.,...,...,,,...»,...»»,.,.,.....»,.,..,.,.,..,,..........»,.................».....,»,.....,.»....»..»...,.,.,........,...,.....»»......».,....,,.....,...............»»..»..........,,»..,,..,,,,»..................... ....+.www.. .�h ...... ff ....... ------------ ------------------------------------ ---------------------------------------------------------------------------- ----------------------------- ------------------------------------------------------------------------..... ------ ------ ------------------------------------------------------------------------......------------------------------------------------------------------------ -------- ....... I w VINGEIqT MORA GA DRIVE --- - - N 0765G'33' W Z4.00s 24.00' 0 r 57"4122" 35.00, w A = 12'1G 54' � , O EX15TING CURB R 47.00 - - -- - - -- -- o --� w - - _ = - -- - - - - - - - - - - - - -- - - 1120.Q0' _ _ _ . -- - - -L- 47.32'- -- -- - - -- - - . . _ _ 0 ., " 5 L 21.44' 07 W /84.6 f L16 G1D 611 N 0G�6 07 W 505.14 ................................w»»..»»,.,.....,...,.,.,...,.,........,.../.,»»»»..,.........,..,..,.....,...,,..mow».,.�....... � 1� ..� w FVTUX E R» T of WA 3 - . )C/ os C 3 .s2.o�. f~UTURE RIGHT OF WAY Z (0 LO :. . 00• , o .--, cI N 178 L CA f " "' 2 N OG 56'07" W(153.00' 1 p, w � � "`i O • o. C21� , N O6 5G 07 W ,7 32 N OG 5G 07 W 58.00 612 617 618 Lq w G18 013 L11 ., w o p• L3 G1 Lq u� to 3 . .�. 5 N L3 Z Gq L2 � ' L -Y' 3 613 lYn -� L10 ..:W M_ 015 N 06 5607 W(. 5. o w 10' 24' 20' G' 334 , , 'C 50 < GO 2D 30) A qp 20 L 240 40 24P 1 ft L N N " L ------w,.------ »»uwwww»»www,.»»»�..»».." » i `� � � L22 1 0 LW G1q w o N L22 LQ o N o L3 o L5 2 � C22 L3____ 30 15 0 30 60 613 G2o 1 �,2 621 SCALE IN FEET �2 1 inch = 30 ft. .p2 L7 Cn LO -- - e� o L8 ,off 4 CURVE DATA LINE DATA o �ti CURVE DEL TA RADIU5 LENGTH L INE BEARINGD15TANCE . • G X8' 7� '� 30.00' 5,1(0 Ll N 83'03'53 E 0.50' X Z G2 °57'23'' Gam' 4Z` • � , *� 39•. L2 N 41 D2 5q W 27.83 63 89°51'16~ 2.00' 3.4 f L3 N OG•5G'07" W 17.00' G4 /fave.�49'' 4.157011 �.9�' L 4 N 83'03 53 18.00 75 37 24 1ra.00 21.12 L5 N 83 03 53 E 1.18ip CG 104'2231" 2.00' 3.64' N 06.5G�U7" W 656.11' 07 qD 014q q.00 14.14 P L 7 N 06 5G;6P W 33.03' G8 g0.00'DO" , , , 0 14.00 21.gq L 8 N OG 56 07 W 6.00 o Gq gO.00'00' 3.00' 4.71' Lq N OG•56'07" W 32.00' 610 gO.04'38" 16.00' 25.15' L10 N 0G•5G'O7* W 10.00' Gil qD 25 04 1G.00# 25.25 L11 N 83"03'53* E LOOP 0 612 80.00'00" 5.00' 7.85' L 12 N 83'03'53 E 2 7.00' n-01 613 gO.00'00" 3.00' 4.71' Lia N 83.03'53 E 14.00' G14:,) Be ro'33 4.00 35,q8 L14 N 83'03'53" E 23.00' G1 g0"0000" 10.00' 15.71' L15 N 83'03'53 E 7, Y 7.q0' g000'DO10.00' It 15.71L1G N 830353 E 11.50 .. 617 80.00'00" 7.00' 11.00' L17 N 54"1514" E 17.88' 0 G18 180 00 00 4.00 12.57 L18 N 35 44 4G W q.0 G1q 180.00'00" 3.50' 11.00' Llq N 54.15 14" E_7 71 -G./ 620 55'53'08" 34.00' 33.16' L20 N 83.03'53" E 2'. 4' 621 124.OG'52" 8.00' 17.33' L21 N 06.5G'07" W 17.00' Underground Service Alert 622H22 10.00' q.75' L 22 N 06.56'07" W 14.50' ti o fall= TOLL FREE ALDENCIVIL ENGINEERS & PLANNERS 1--800SSOCIATESLAND SURVEYORS ►►► 422--4133 18012 COWAN, SUITE 210, IRVINE, CA 92714 TWO WORKING DAYS (714) Beo-a110 FAX: 660-0418BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE Acc'D BENCH MARK SEAL, Designed B Drawn B Checked SCALE 9 y Y c ed By .DrawingNot� Q�OF ESS/pN D.S. D.S. D. . RECOMMENDED BYi DATEI �� �° CITY DEPARTMENT OF 0 Contractor �p LEt 9� D PUBLIC WORKS ------ U.S.C. G.S. DISC Horizontal to CAPta Prepared Under Supervision ❑f Inspector J63-1927 N.E. SIDE OF , _ ,�� of T HORIZONTAL CONTROL FLAN 0 � �3p ACCEPTED BY DATES � � c� p OLD BLDG. No. � � .. ' S- �� i ® W LY. CORNER OF FRONT STREET Date PRINCIPAL ENGINEER, FOR CITY ENGINEER �' �0R ,� Exp. 3--31-99 ,� AND MAIN STREET. DAVID L. ®ACO ,. ��t._r DC7 Date Completed �0��. .Z7.5, h' l�/,��� �,��yy Ga��►71e9 Vertical �ci , �� 5r � AMSCAN. cr�� �� INC. PA95MENEEmO021 0) 8/q5 D.5. 1 REVI5E BLDG. & CURS LOCATION5. AND 03-15 � C I V 1�. �' ELEVATION: 1005.808 N/A ��0 R.C.E. No, 40496 Ex Tres 3--31-99 R,C.E, No, 47180 12-31�-9 err. :i9®s:�:� PARCEL MAP ---1 0 C A1. P Expires ro 12549 ............... R 5ED PARKING AREA LAYOUT. ' '° Sheet4o of 5 - ----------- 28381 VINCENT MORAGA DRIVE TEMECULA, CA. 92590 THIS SET .. SUPERSEDES SET SIGNED BY THE- CITY ON ___5/3 1 95 a . EROSION CONTROL bjOTES 1 ER05ION CONTROL 15 REQUIRED FOR GRADING OPERATION DURING THE RAINY 5EA50N FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN 15 REQUIRED FOR ALL ROUGH GRADING. ----- 2 IN CASE OF EMERGENCY, GALL OF DICK HEDLEY OF HEDLEY BUILDERS - ---- / 0?E5PON5IBLE PER50N ) (FIRM) v _ / AT (714) 8517-2211 IXAV 4LIE __�FELP A R�E� PARCEL �_�_____�__ (24 HOUR PHONE Na.) _ _________ 6 3 THE DE51GN CIVIL ENGINEER WILL SUPERVISE ER05ION CONTROL WORK AND INSURE THAT WORK 15 IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPA TMDEPARTMENT �' - �� �� �I _-_ D!' PUBLIC WORKS). ' 1` - 17 r 3 r _ _ -_ _ ' _ �� _ 4 EQUIPMENT AND WORKERS FOR - _ 0 R EMERGENCY WORK SMALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND 0 c.) � V � � � � � � / � STOCKPILED ED A T CONVENIENT vEN1E N w�, NT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF IVT z -. E. a .�. e. az u � C.. s t z Q ( TEMPORARY DEVICES WHEN RAIN 15 IMMINENT. ' z co `� w+�. _ °-_ ,TTA u - _ N D7'5�'33" W et _ v ,r, - � > r• o q �` w ' r.�M ►-- arra j Qj i- P LTG a F Q j `�' _ _ �' -- �' x .� ° M \ f; OVER ROPos p STORM DRA w u 5 DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL of THE DEPARTMENT (D p) -- (p C� V br �t t s ;. rr'' �,r , F-lU I r �1 pg (�, �_ _ /I� 77 / - O `/ /�, �J_i_� ; V -1=tw) afro `�` �Jir,�'1._ Ff"� • V- _7 - J I V .ro _ , �, ._ RL a� n'•-1 r �- OF PUBL IG WORKS. oW if n0 to U fl ----- __...� ___ F„ -...._ --N M Fr M ` _ -- - - _ ___ ..TM _ _ _ - _- G ALL REMOVABLE PRO TEC TI VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH _.�._ _� �_�_..��_ p � ._�� ___-__ _� � ______. � _______.�..._�________ _______�.� ____. _ __. . ____-__ ___._�....___---_--_______--___--- --___-_ _-__ �.! CD r Rc LANDSCAPE AREA 13 N o ---- - ----- µ «~- 3 : � - DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) - WAY z- --�" - P.V�G• I PIPs Ft3TURF R1G1-fT� WAY ,� � `-� PERCENT. p� 3 -` - 910�wlff 1. ! [� 1 "� '� 5 - y T #�GI1rl€ --���--- �. ,��;� _ -Y_ _.- I r03 D 1 R.GF. DRAIN IPF � ���.. � �° •�� , _ : _� _ i -- _ AFTER A RAINSTORM, ALL 5IL r I S SHAL _. • • • L BE REMOVED FROM CHECK- 13.3TW � � � � °ti• 1'�• �-�o la ® s=o.005q _ '.,, ....�-� � �, n 1�� --�-� ; �� �_ _��. `--��-�_ AND DEER , _ � RO CK BERMS, SILT .�� :. ---... � ti 4r. oox �,tGy FENCES, AND DESI L TING BA SI N5 ETC. ti a LANDSC E AREA �7.• * '. C `D TE ENCA ' �AOf �V r O r 1 'lam`3•,�' 21 ,�j�0�'� r� 1 ti��G r Gia• ;14 ; PV^wITHIlV TRAFFIC ryry 5 2 ryh �� v. ' ,��,• tis U O� 2 amu?��' 'O o o 'yry 4-1 y . . LANDSCAPE AREA• r 1 1 - -- - pD1R pf`j o , - • ' ,:. OL(TNl :Y:�• AREA 10 2 - ,= C.� I ^� 4 00 QN\ s :, ' : U, FOR CONTINuartoN of ti y. 18 fi 5 `Y? � - -_,��;- - 8 GRADED AREA5 AROUND THE TRACT PERIMETER MU' ~� � r"` LINE REFER ro �,'� 4 .' � - �-� Q�� 3.a7: - 3 �v / �, -�_� _------- w. 5T DRAIN AWAY PROM THE FACE OF SLOPE - 15. 6 PLt�r�ING PLANS. .©. �;�1� } .or. �• �r• `� �1 p R � - = -=041( U51ON OF EACH WORKING DAY. - :: .: .. 1 . :' - A r THE GONCL 13.5TW ��• 13.7 F N APF AREA N. F 0. �n 15• T "2� i T l4IL. N O � `� -_ { �� 1 .70 : 12 6D U • .% O1.., 23 O .87: `o ��__ 122 G •. i 1 J. TD 51DEWAL1f 9 5 7`- -- . 4 I q THE DEVELOPER SHALL BE PAGLM RE5PON5IBLE AND SHA- _ •. . . . •� ti � _ LL TAKE NECESSARY PRECAUTIONS r0 o - ___. - - _ - LANDSCAPE ;. ,, •. 1� c� -_� �xTEtvD Foo Nc ...� , 1 , '��; . ' '� PREVENT PUBLIC TRE5PA55 ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS - (12.33 TGWU �`5 ti �- ,�y, �� 1 21, 12-8 & F ' : - L0 �i f � T A5 REQUIRED s#� �d • 8 CONDITION. CL (1.77 S 1 21 nj / DA t T -- cv CONST.FOR MAIN k Q �,�t1�.37 r 4 �� 5 F - c- - coNNfGr i ri �: �� / 10- DE51L TING BAST N5 ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADIN Flt. 9 ,-, -_ R.c.P. 5 1 °� �1� 1a 1 G AREAS CL { 11 1 AFG .: �,���:.• 2 2 / �r � ARE GOMPLETE PER ROUGH GRADING PLAN. �� 12 3 6t V. .. f .• 1%'A CU cv R ,----I'DTG, '� ... 4 n k ��► • .a s ` 11 THE DEPARTMENT OF PUBLIC WORKS RE5ERVE5 THE RIGHT TO MAKE CHANGES OR 40 f 1 r- .. .,, , , �1� ! MODIFICATIONS TO TH15 PLAN A5 DEEMED NECESSARY. RaoF R of f.,9 a : - ,: a:'• ; � A� 2 . 2 IA `� 5LOPE �� �JPE ;•. :. Lf 4 ., *': • :.. SLOPE a) �, gCaF` � z •• . ;; _ VARIES—- --k 3• 5 , f 12 1NFORMA TI ON ON THI 5 PLAN 15 FOR ER05ION CONTROL ONLY. ALL OTHER INFORMATION REFER TO MECrrANICAL PLAN � �.• '� _� : *' $. �• •,, - .•. .• ;' ' . . • � .. .•- z:1 ttiAx �� Z - r F ; DR SLS'PUI''W. .• I5 5 • UBJEG T TO CHANGE. . .• - s NCE. . ` : D 46. :. :_ � 13 TEMPORARY ER05ION PROTECTION 15 REQUIRED FOR MANUFACTURED SLOPES PRIOR TO cl 112.81 i - . • ,,,•n4' U _iY) c � _ ..y. ' - • :R�• .' PERMANENT PLANTING. (18.4 (12.31 2z =r__ - r ..•• .• R c ill � r -•.. _ . .' ••} . - GA Ce �'CJ r Jf�� F U 1 (1 .02 s r. j •/ � 2�. 14 AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED _ -- : .M - ••* : ,K _� _ .o �5 v. AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). t1.�' -- .:: '-y -:: :,• . � ,� I-q Ln 15 TION OR D15 TURBANCE OF NATURAL DRA INA GE COURSES OR EXISTING STORM - _j `? rt ", 1_ : ''.:�' Y.) :,+ ' L.5. ro U Ld RAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLE55 ADEQUATE U LLJ ,�, • : . ,: :: ':�: fir• . .�.��,' •r..: AREA 2,g� n_k •� TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO � - r•••.. - . .• • •. .•. •:•• •• •.• •. ti .. �, •.• � 1a �so�rc SURFACE .• 2 , s - CARRY WATER TO THE NEAREST PRACTICAL CAL STREET STORM DRAIN 1 12.03 r U .. . • ... 1 s 6 j � R NOR NATURAL .46 s Lf,)I Q �A �,f f :+A. :•j .: •:,'.: . :. - �� r �� �s K __ L) WATER COUR5E. Ln 49 LrI N •t cLi ;: : : . ••- t . ~. :. k 1G THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN 5UGH A MANNER THAT _ • . . STORM RUNOFF �y _ �) •.�j :. • � �� _ WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM ____ �; - ' : • : :' WHICH SERVES THE }•�J. yRUNOFF AREA STORM RUNOFF FORM ONE AREA SHALL NOT BE ALLOWED .• - .. �• `.. -. .•.c :i SLOPE - �.��._s 1�- ��` • w � 14.5 0 :et. :•� •. i:.:.. TO DIVERT T 12.4 G �° � ��, ti!. •�: •.. ;,: :• f. :' . ,. : -: •: :.• VARIES - o ANOTHER RUNOFF AREA U ;• ,` .' 3. :,. `•. r 21 MAX • r L � -� ;• ... .• ,•• , : _ .:: : 17 CONFORMANCE WITH THE REQUIREMENTS OF TH15 PLAN 5HALL IN NO : .• . , - • :. , WAY RELIEVE THE a f 2 : :• • , .: - ,� DEVELOPER FROM His RESPONSIBILITIES TO TH15 51 TE AND ADJACENT PROPERTIES. ROOF I .•� �.: .: : c}. :+:• ''. �+ .• 5 Y�``� � , _ TEMPORARY ER05ION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, js` SLOPE RaaF ! % arm ry = r CONSTRUCTING-- ��.: :3. �► G SUCH FACILITIES AND TAKING SUCH M 5co a .• c ;,: •.. ,. 1 EASURES R ECE55ARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND ER05ION DAMAGE TO PUBL IG AND PRIVATE - Tftr _ o (� ; ti:•;: :' a a' .: '. : L- �- PROPERTY AS A RESULT OF THE CONSTRUCTION OF TH15 PROJECT. 9.36 -' (p f►• t j ... 9 LO Xx EXIST. �' , ; �, _• . .' . 'h w •• . 18 STRUCTS 5L OPE5 CONSTRUCTED PRIOR T 0 OCTOBER 1 SHALL BE TREATED FOR E r. �, ER05ION CONTROL PRIOR TO OCTOBER 15. SLOPES GON5TRUGTED AFTER OCTOBER 1 SHALL BE TREATED FOR BLOCK WALL - °` t EROSION CONTROL A5 THE . rte ` CONSTRUCTION OF 5LOPE PRO Ln _ - • ;. •.• R. GRE55E5 IN INCREMENTS OF 25 U; -' -�. -._ •.. +_ . T �: : -- 1 �� - -� FEET OR LESS MEA5URED VERTICALLY. , T FooTING - -_ � `,.1��#-1'4-�tSr����A F , •�"� �-" �.� � 2.6 ' 3• s ARD. - s +R- - _ -. - - .. . � _� � --':' � i - 1q FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION -- -- ---- - -- ---� --_--. . - _ - �. ' - ___ � PRIOR TD FINALE GRADE, 5HALL BE PROTECTED BY VARIOUS MEA SURES TO ELIMINATE 15 NY 15.31W MQ EX15TING ROOF DRAINAGE TO BE DIVERTED TO PIPE ATTAGNED N o6 56 07 w.. 65G.1� � �� ERO51 ON AND THE 5IL TA TION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE TO EXISTING BUILDING AND DUTLETED ON 51 TE.NO DRAINAGE �,� TO BE DIRECTED ONTO PROP05;ED SITE. � .__._ � � EXIST.�A51N r0 �� � � � `� MEASURES MAY INCL • 1 0 �INPA�T. , Gr UDE, BUT SHALL NOT BE LIMITED T0• TEMPORARY DOWNDRAIN5, _ I �' - 00 EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; EX15T. BUILDING ► GRADED BERMS AROUND AREAS TO ELIMINATE ER05ION OF FILL 5LOPE5 BY cr, SURFACE PP- 15.6 G I EXIST A.G.PAVEM T� - -_ RUNOFF; CONFINED PONDING AREAS TO DE51 L T RUNOFF; TEMPORARY CHECK DAMS IN TOE ___� I •� RAGE AREA -r OF SLOPE DITCHES TO DE51 L T RUNOFF• PRO TEC TI ON 5UGH AS 5AND BAGS AROUND INLETS PARCEL 22 EX . C, MP i � - WHICH HAVE NOT BEEN B ' . , r , U BOUGHT UP TO GRADE, AND EARTH BERMS AND APPROPRIATE P.M. 1254q - ,�I k - ___�� _ GRADING TO DIRECT DRA INA GE AWAY FROM THE EDGE OF THE TOP OF 5L OPE5 SHALL BE -`� CONSTRUCTED AND MAINTAINED ON T 'I -------- % �.. H05E FILL AREAS WHERE EARTHWORK OPERATIONS ARE ° NOT IN PROGRESS. (l1 ER05ION 20 TDP OF CUT BROW DITCHES WHERE ER QUIRED ON THE P LAN SHALL BE CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. (D-IN5TALL TWD LAYERS GRAVEL BAGS 21 CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE @>-IN5TALL GRAVEL BAGS PER DETAIL BELOW GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION,, AND WHICH ARE 5OBJECT TO RUNOFF DURING THE PERIOD FROM THE RAINY SEASON. THESE MEA5URE5 MAY INCLUDE BUT SHALL NOT BE L IMI TED TO : GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. ..__..u... GRAVEL RAGS CARE 5HALL BE EXER015ED TO PRE5ERVE VEGETATION BEYOND LIMITS OF GRADING. Z 22 THE DEPARTMENT OF PUBLIG WORK5' APPROVAL OF PLANS DOES NOT RELIEVE THE FLOW DEVELOPER FROM RE5PON51BILI TY FOR THE CORRECTION OF ERROR AND OM155ION co A D15COVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVI5ION5 SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL. 40 20 0 40 80 @ CARAVEL 13AG DETAIL 23 ALL GRADED SLOPES AREAS 5' OF MORE IN HEIGHT SHALL BE HYDR05EEDED UNLE55 � B111 N O SCALE SUFFIG IENT NATURAL VEGETATION HAS BEEN ES TABL I SHED AS DETERMINED BY THE CITY SCALE IN FEET OF TEMEGULA INSPECTOR. 1 inch = ft. - • nder round Service Alert • � o � ° GaIIa TOLL FREE PURP05E5 � CIVIL ENGINEERS ,.�. TO/5 PLAN 15 INTENDED FOR ER05ION CONTROL �+ TO ALDEN, OG PLANNERS 1-800SSOCIATESLAND SURVEYORS ►�� . 422-4133 PL,4N FOR GRADING c� PAVING CON5TRUGTION. V) 18012 COWAN, SUITE 210, IRVINE, CA 92714 1 0 WORKING DAYS BEFORE YOU DIG (714) 680-0110 FAX: 680-0418 o CONSTRUCTION RECORD DATE BY REVISIONS DATE Acc'D BENCH MARK SEAL, Designed B SCALE 9 Y Drawn By Checked By DrawingNo, � � f ESS � � Q Q�� SON D.S. ECOMMENDED BY, 9 C.� G�ntractor �� LEL' '�� ' D.S. D.B. DATE DEPARTMENT OF PUBLIC WORKS o - I M U.S.C. & G.S. DISC Horizontal `yG, Ptans Prepared Under Supervision ❑f P p 0 0� I�nspeetor - J63--1927 N.E. SIDE OF OLD BLDG. "� � N � � �- `o � �� 0 T EROSION CONTROL PLAN a 1 40 No. 40496 , ,� ACCEPTED BYE DATEi Date FOR 101 C� LY. CORNER OF FRONT STREET � PRINCIPAL NGINEER, FOR CITY ENGINEER c� * Exp. 3--31-99 � ;���_ DAVID L. BACON STEVE W, CRESSWELL t:• :.Y;r: AND MAIN STREET. Vertical � � �=�;. •�: �::,:' x--:� i' d �,.. AMSCAN INC. PA95�0021 0) Qe Cori feted 8/Q5 D.S. 1 EVISE BLDG. & CURB LOCATIONS iu�i•�1� /j�✓ � V �d� 4049 3-31--99 47180 12-31--95 r - a ELEVATION: _1005.808 N/A p� CA�� R,C,E, No, •• • PARCEL MAP 12549 -J Expires R,C�E, No, Expires rr' '-ieea•:o- REV 15E PARKING L O T LAYOUT Sheet 5 of 5 ......- Im- _ ME__ NINE IN 28381 VINCENT MORAGA DRIVE TEMECULA, CA. 92590 THIS SET SUPERSEDES SET SIGNED BY THE CITY ON 5/31 /95