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Home My WebLink AboutBook 15 Page 726 Lot 1-6 Precise Grading . GENERAL NOTES INDEX TO PROJECT DRAWINGS GRADING PLANS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. �� ,QD 0CAso qO 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS DEscRlPrioN ``� I SHEET No OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PAI �'�• 02 ,,,,ROAD C.1 TITLE SHEET ,� 0- STq I 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. % C-2 TOPOGRAPHIC MAP cj• ,c- � I I ��S G 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT--OF WAY, P R M FR C-3 ROUGH GRADING PLAN . �4 Lq '�c^ -� �. 5. A PERMITTEE SHALL SCHEDULE' A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. C-4 PRECISE GRADING PLAN �� '9 G' �� f..........;.:......'z n � 5 PRECISE GRADING PLAN C1 Y 0 1_J . � o � O�`` �\� `�••, � .�'► '�' 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE QUARTER (1/4) OF A MILE C �. S' D c) OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY `� S n RIVE C-6 PRECISE GRADING PLAN , BETWEEN THE HOURS OF 7:00 A.M. AND 6:30 P.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. �E]�' cow 'po �F� r q PU�OL STR o -7 PRIVATE ONSITE STORM DRAIN PLAN �' � C ACE A A I I NTS EMECU A CA s 4 o i 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL rT - .m. ---. -- --. .--.- -------..---------� --- ,----�--:. -�-- --- ,: y RE r: " r. r- •�: :r• as:....r x,,.-�,.�., 318.00 1 :,_: s45 30 25 E , ... 1 }.. - C-8 PRIVATE ONSITE STORM DRAIN PLAN E` C ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMITEE I5 RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY117 r° �; -.--. F� �. O� E IT DISTURBANCE OR GRADING. _ �._�- S E _- :frr: o s=:::r = ti = . _n -- . :,..., 1. w R8 T PAN N I TE EWE WA ER L. C 9 PRl VA TE 0 S S r'-:�: •wA.,�•rr;"'_=•r.... r _ ..�...:.. Lim 'a: y ,,. r» :." _____ hSS. T I • "( ... : n .. _..,ss ...: L.. ........ ...... NE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE . ., Q- 8• EMERGENCY TELEPHO ) 1:1 ,I .af. }.1 k: „� tF C--1U DETAILS ~ .. :Y'x-:.S •...�.,♦ h -.�:i~~ h•.•_:•.v .ti�r r Y •.•n :-.vti .• •rr• �S�}J ` : r� :: .$ ,. C-11 DETAILS__t----�� U• "`j� a,M=;tea..� y- r.S r'7i{+ .ti,{: :}_G;r, -.,W y„�5�.�.ti�.n..... 4u� '](j�(( .... ::tit✓✓.`::':*:•_: AMCAL MULTI HOUSING INC. (818) 70fi-0694 EXT. 121 & (818) 355 1488 Af �: j .� :; .::::::::t f{{ :_�.. k" } -�. :: T! N} �.:::::.................. I 12 8 R sEc a s ' .V• ::: .-.. c ETAIL C O5S �•. D S (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) :::: . .. I. : :::: : 91 ;�-_s=:.>r+x�k�• .::t::%-:-. •i=t�>sx_� -is T�;}:{ _::. -•.}.�_ ...._.. •-}• - --- .,}. .-. •}X :•�. •ti�•____ N :Z:.: . C-13 CROSS SEC TION5 � q� >: .::�::: ::: i �sh' .: ram.... , }: , . s �. (, �/'�� l - ,.•-r•. ♦ W .. E L NTRA T RS INC. (818) 706 -0694 EXT. 1 1 818 355--1488 :::= V , >...2 & : .. :}_ :�$ I .N ::. r-- 1. - - -:�� - � M ETAIL w I ti 14 ETLAND Y TE D S- C U AR W S S S- - � MOD L �` -�, :_::. - w «tiW a a ,. w wrirr • "v. >` ,. � fi. I �: :: ``- L0681f ti- .. ?4 ti. A V 7( }1 PERSON CONTRACTOR COMPANY 24 HR PHONE NUMBER .........tt Q�(RESPONSIBLE / v �_ µ•:""""yi"-!-, C-15 CUDa 1NFlLTRATION 8 DETENTION SYSTEM DETAILS c� �. `•. 11'�.4 •L. k TM j { tiL":. ►�r jss - } - {• Y. (} -- f 4 j :/ \• :�.�:{.;f':.::•ti Zvi �'�� - {•. ITT(-- ......... OUTLINED IN THE EROSION AN E SEDIMENT CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT INCLUDING THE STATE . ,yryr-r�ry-• j :� �.h:....• DIMENT CONTROL 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUT IN DD 5 D - 1 �- �_� �, r EC-1 TITLE SHEET EROSION 8 SE v' ''X c i A TIVITIES IF APPLICABLE. I. `� .-: 1, L_` ;:` .�. _ q NPDES PERMIT FOR CONSTRUCTIONC C � .�.. `Z;; �- - __.. � :._. r:"�. ( N ��:� ��t � :� :: }' PROJEC Tr � ,: A 01 * I. I. I. # :: ti.. EC-2 DETAILS �n 'qG' RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. -- '` ROAD 10. THE CONTRACTOR SHALL BE , .~ ~. .. } �� t___-....:; , I t,;.:.. �� EC-3 DETAIL 5 - I }ti Si rE -� } i :::. C]; 1. 5_ ................: ......� r:................... . 11. CONSTRUCTION FENCING. A SIX FOOT (6 ) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED .;r - - I � EC�4 EROSION 8 SEDIMENT CONTROL PLAN :::..:,:.. 4 f •: ,- r t• r,•.. .- ` 2 t I N SYSTEMS ARE COMPLETE I THE RESPONSIBILITY OF THE DEVELOPER CONTRACTOR. r� >s. �� NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF S STE S E D S E SOLE / �._, 11 : 11 : ...; : = A� ��: fj�. € .�.� :: titi ``�{ -__:__ }1 I� ,:, I AAA A PA - _: _ _: Y # 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY yF V/C/N/TYMAP ORDINANCE N0. 491 (TRACT AND PARCEL MAPS ONLY AIACC S :ATH� , TIN ). � f _ DES R I P 11 :-,-:_ _ :z:_... .. , `.� NOT Td SCALE .�- r ::. .:.::_.:: -. - _y�.. ..._r.,,,,.- ,�• _..�.,.,,r_ ,As'::;' ..;. .r'' r� •r }:ti vS: ,.. { 1 :V`:v;:. r %2>' '4 '. . r.r' �J ................................ y... ........... , ► 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICTS (SCAQMD) RULE 403, INCLUDING METHODS APPROVED BY THE CITY ENGINEER. e. 4•.•..::.. ..C: :. ... : ., _ 1 "i .,...�-. ;7;��-iPARCE L1 PROPO SED APN• 922�-062--003 4 ..........-�''------ '�� ----.. ..-.....< r ------^t --r.-..::.::::::.::::........e::...:.... '='�" �� t :..; :_ -� .a - ....... .......- ...... ..., :f: �. I _ 1 �: 005.y... --6 L ENDS �ti 4 5 92 P N TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE OCCUPANCY RELEASE FORM. o •::� 922--0 62 0014. A RES 0 SE 4 tr .. . r1 � : A T. :y :f .J v; :� �� a5 , PLANTING AREA ► f.. �, r: P.A. ; tx x T OU NTY R PERTY S_T ITUATED I N H E C VIN GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. ALL THAT CE RTAIN REAL P 0 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PA G, G C JIN . � H DOWN SPOUT SHEET FLOW TO SWALE OR ..`'' l�--� I 4. E � , �' F RIVERSIDE STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: D.S. \ \ .fr r .. ... .. ..._.[. ... ....... ...... ... ..... ... ........ .....[. ... ..........L ,- AVED SURFACE. 16. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. �:_ A.C.AC ASPHALT CONCRETE ....... LOWER HANDICAP PARK NGS .�:� .- ° �, �� LOTS 1, 2, 3, 4, 5 AND 6 OF BLOCK 35, MAP OF THE TOWN 'r B•C. BEGIN CURVE GRADINGNOTES: PARKM OF TEMECULA IN THE CITY OF TEMECULA, COUNTY OF RIDGE LINE R __ �" RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN B V C BEGIN VERTICAL CURVE ,• } C �:, f:• r\ .. J .. <. r � .. � � THE �._,. THE OFFICE OF P IN t. �� 0 F MA S A A 15 PAGE ACTIVITIES HALL CONFORM T TH TITLE 1 F THE TEMECULA MUNICIPAL AN F APPLICABLE, TH TE W TER 00 K -o-- ALL RA GRADING, EROSION & SEDIMENT CONTROL RELATED5 0 E E 8 0 CODE, D I THE .r B 1. G DDAYLIGHT CUT FILL LINE •-�r NTY ALIFORN IA C.B CATCH BAS IN / F .:S:1Y o cou C., .Y:,�� AN D I EG.r::•.. R O F S•hS1`.`.Y O R D E:: r NTY REC , R A :.hti •.�1Y.Y �Y:.i+ .. -:Y � Y C0 U RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FO CONSTRUCTION CTIVITIES. r:::�..:ti h•.��..W .Y.: �:.:� h•:.�.:,r Y:: .::.},:W ,. f _ T �.- EMEOM ._....� � _. WITH THAT PORTION OF THE UNNAMED 40 FOOT CURB FACE }y_ y = ,�... TOGETHER ER W C.F. ..�__ _- .-�----.}. ........� ........R __- mow.. ` .-v.w ....• ....•,-- ,- s---: ... � :,. ..�., rix. ;•v � .. .. _ :. :-.:, PROJECT B O U N D SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY TIN DATED AUGUST 22 2011• -•..-• -- x:.v: r.- s *., I S SAID 2. ALL GRADING f x •f --� SIRE ,:f- _�r.4::�rs::ra.,,Y:,1<F N45.30'25"W :..r. :•_t::. 318.00 ��.,� ��., C.L• CENTERLINE •,f.r MAP, AS VACATED BY RESOLUTION RECORDED DECEMBER 8, 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. 1 36 IN BOOK 304 PAGE 356 OF OFFICIAL RECORDS IN THE EXISTING GRADE CONTOUR ~ - ~~~~~~~ ~I INDEXIVAP 9 . � L.D. LOCAL DEPRESSION , OFFICE OF THE COUNTY RECORDER OF SAID RIVERSIDE COUNTY E.C. END CURVE T UR 1100 4. STABILITY CALCULATIONS WITH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL �A[,E;• ) �Q TOGETHER WITH THE NORTHWESTERLY HALF OF E STREEI", 60 PROPOSED GRADE CON 0 PAVING NOTES: ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (300) IN VERTICAL HEIGHT. i FEET WIDE PER SAID MAP, AS VACATED BY RESOLUTION D.F. EXTRA DEPTH FOOTING 1 48 PAGE 358 OF RECORDED JANUARY 26, 1954 IN BOOK 5 5. PROVIDE AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100--YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET 1• MINIMUM PARKING LOT GRADE SHALL BE ONE PERCENT (1%). IN SAID OFFICE OF THE COUNTY RECORDER E•G• EDGE OF GUTTER PROPOSED SLOPE• OFFICIAL RECORDS, j (3') IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. OF RIVERSIDE COUNTY. E.V.C. END VERTICAL CURVE 2. MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITY SHALL BE A HALF PERCENT (0.5%). 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE•-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY. F.F. FINISHED FLOOR DAYLIGHT LINE �!_ L.._... ____ LLl 3. ALL PAVEMENT STRUCTURAL SECTIONS SHOW N ON PLANS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER SITE STA11STICS:_ I TO DETERMINE THE EXACT PAVEMENT STRUCTURAL SECTION REQUIREMENTS. USE STANDARD NO. 401 IF F.G. FINISHED GRADE _ 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ROUGH GRADING _ - - -�-005 EXIT 1 iigG SPOT ELEVATION � �;��.�� EXPANSIVE SOILS ARE ENCOUNTERED. APN. 922 062 003, 922 062 004, 922 062 F.H. FIRE HYDRANT 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND 130.0 DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. 4. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED AND ACCEPTED BY THE CITY ENGINEER. THE DESIGN ADDRESS: 28673�-28701 PUJOL STREET, TEMECULA, CA F.L• FLOWLINE PROPOSED SPOT ELEVATION G SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CH APTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND F.S. FINISHED SURFACE RATIO " CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. • 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF SLOPE RA UTILIZE THE R" VALUE METHOD. THE R" VALUE TESTS SHALL BE EXISTING ZONING. SP--05 NEIGHBORHOOD RESIDENTIAL DISTRICT' 2� 2� AND LOCATIONS OF THESE TESTS SHALL G•B. GRADE BREAK S�.OPE PERCENTAGE - - EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (51). THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE. SOIL WITH EIGHTY FIVE PERCENT (85%) WATER 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER , SATURATION. BE SUBJECT TO APPROVAL OF THE CITY ENGINEER. PROPOSED ZONING: SP-05 NEIGHBORHOOD RESIDENTIAL DISTRICT H•p HIGH POINT CONSTRUCTION ITEM 1 DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER SOILS ENGINEER OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT 5. THE DEVELOPER OR CONTRACTOR SHALL APPLY TO THE LAND DEVELOPMENT DIVISION FOR AN ENCROACHMENT PERMIT FOT INV. INVERT ELEVATION (,PER LEGEND OR DETAIL HEREON) I 10. ALL GRADING SHALL BE . EXISTING LAND USE. SINGLE FAMILY RESIDENTIAL INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH HAVE BEEN PROPERLY PLACED. ALL WORK WITHIN PROPOSED OR DEDICATED CITY RIGHT-OF--WAY. LT. LEFT No PROPOSED LAND USE: MULTI-FAMILY RESIDENTIAL DIRECTION OF SURFACE FLOW --- - � - I 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE 6• ALL OTHER PAVED ACCESSES NOT REQUIRING AN ENCROACHMENT PERMIT REQUIRES A LAND DEVELOPMENT INSPECTION M.M. MANHOLE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. UNDER A VALID PERMIT. GRADE SWALE -- - - - ` N T 5. NOT TO SCALE " TOTAL GROSS SITE AREA: 66,780 S.F. = 1.53 ACRES • 7. ALL UNDERGROUND FACILITIES, INCLUDING LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTIONS. PINT OF INTERSECTION 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT To THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF P.I. O WALL(FREE STANDING OR RETAINING) WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE SURFACES PRIOR TO PLACEMENT OF ASPHALTIC TOTAL NET SITE AREA: 66,780 S.F. = 1.53 ACRES P.V.C. POLYVINYL CHLORIDE A ION AND LOCATION OF CUT FILL SLOPES. 8. AN APPROVED 501E STERILIZER SHALL BE USED ON ALL BASE GRADE TO LINE, GRADE, ELEV T / CONCRETE PAVING. (NET OF ALL DEDICATIONS) DEEPENED FOOTING R.C.P. REINFORCED CONCRETE PIPE SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO S S OF WRITTEN FINAL DISTURBED AREA: 66,780 S.F. 1.53 ACRES 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEERS L E DEVELO EN (2) ET 9 COMPACTION TEST OBSERVATION OF SUB--GRADE MATERIAL AND BASE GRADE MATERIAL SHALL BE COORDINATED BY THE HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. • RT. RIGHT ADA ACCESS PATH --- �--- ----- --�- PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING S E E CONTRACTOR WITH THE SOILS ENGINEER AND THE LAND DEVELOPMENT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN TOTAL BUILDING AREA. 78,182 S.F. CONJUNCTION WITH OR PROCEEDED BY COMPACTION TESTING. TOTAL SF OF ALL S/W SIDEWALK 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE ( STREET LIGHTA ; A PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS CONSTRUCTION) T.C. TOP OF CURBWITH THE TEMECULA MUNICIP L CODE 10. THREE (3) PAVING INSPECTIONS ARE REQUIRED BY THE LAND DEVELOPMENT INSPECTOR, THE FIRST (1st) AT SUB--GRADE GROUND SURFACE , WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. COMPLETION, SECOND (2nd) AT BASE GRADE COMPLETION, AND THIRD (3rd) DURING PLACEMENT OF ASPHALT PAVING. BUILDING LOT COVERAGE: G.S. EXISTING FIRE HYDRANT A OF THE SITE ARCHAEOLOGICAL CULTURAL RESOURCES OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO T.G. TOP OF GRATE E FH 15. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION / 11. COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY NINETY PERCENT (90%) COMPACTION OF SUB• -GRADE PRIOR To RESIDENTIAL AREA 21,900 5F (32.8�) BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL REQUEST FOR SECOND (2nd) INSPECTION AND PLACEMENT OF BASE MATERIAL. T.F. TOP OF FOOTING SEWER LINE SX AVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE PLANNING DIRECTOR AT HIS HER SOLE DISCRETION MAY REQUIRE THE PROPERTY PARKING DRIVE AREA 23,500 SF (35.2%)FURTHER E C / / OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONANABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO HIGHWAY DESIGN I T.W. TOP OF WALL 12. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS LANDSCAPE AREA 21,380 5F (32.0%) STORM DRAIN LINE $QINSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL CULTURALi / MANUAL AND UTILIZE THE R" VALUE METHOD. THE W VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITHV.C. VERTICAL CURVE RESOURCE THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE CALIFORNIA TEST NO. 301, TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. I Y AN ARCHAEOLOGICAL CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE W.W.M. WELDED WIRE MESH WATER LINE W ! DISCOVER I5 / EARTH WORK U AN TI TI ES PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING DIRECTOR, 13, COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY NINETY--FIVE PERCENT (95 ) COMPACTION OF BASE MATERIAL EX. F.H. EXISTING FIRE HYDRANT1 PRIVATE ENGINEER'S NOTICE TO CONTRACTORSPRIOR TO REQUEST FOR THIRD (3rd) INSPECTION AND PLACEMENT OF ASPHALTIC PAVING. ITEM DESCRIPTION CUT C.Y. FILL (C.Y.) XX.XX� � TC EL. AT Y' CURB FACE CONCRETE WALK WAY , CALIFORNIA COUNCIL of CIVIL . The existence and location of an underground utility pipes or structures shown on this plan are obtained b a REQUIRES AN INSPECTION PRIOR TO AND AFTER PLACEMENT OF RAW VOLUMES �--9,700 C.Y. 1,575 C.Y. C. ENGINEER LAND SURVEYOR Y g Y P P •• • P Y 14• PAVING IN DISABLED PARKING AREAS OR PATHS OF TRAVEL REQU search or available records. To the best of our knowledge there are no existing utilities except as shown on PAVING. BUILDING OVER-EX (5') -6,400 C.Y. 6,400 C.Y. -�7 `7-�...YFr..-'.. ., n truction contractor agrees that in accordance these plans. The contractor is required to take due precautionary measures to protect the utilities shown and _ ` Cos P q P rY P -- 395 C.Y. 3 395 C TRUCTURE OVER EX 5 3 Y r:�: : ` 9 GARAGE S with generally accepted construction practices, any other lines or structures not shown on these plans. 15. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT (10�). OWNER: PEDESTRIAN CONCRETE PAVERS9 Y P Pr construction contractor will be required to assume DRIVEWAY & PARKING OVER-EX (1') --331 C.Y. 331 C.Y. mow. ..., �°;; sole and complete responsibility for job site All contractors and subcontractors performing work shown on or related to these plans shall conduct their 16. BASE COURSE AND ASPHALTIC CONCRETE (AC) MATERIALS SHALL CONFORM TO PROVISIONS OF CURRENT CITY STANDARDS UNDOCUMENTED FILL OVER-EX (6') -•-2,056 C.Y. 2,056 C.Y. AMCAL PUJOL FUND, LP. • • p P y ' R ENB OK. MIX DESIGN SHALL BE ACCEPTED BY THE CITY ENGINEER PRIOR TO PLACEMENT OF ASPHALT. conditions Burin the course of construction of the operations so that all employees are provided a safe place to work and the public is protected. All contractors AND THE G E 0 SHRINKAGE (5-157o) 30141 AGOURA ROAD STE• 100g 1,376 C.Y. '00-2.2 OF THE GREENBOOK. FILLING & SLURRY SEALING including safety of all persons and property; and subcontractors shall comply with the Occupational Safety and Health Regulation of the U.S. Department of A. BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE BASE PER SECTION 2 AGOURA HILLS, CA 91301 CRACK LL G i:::z project, g Y .� • B. AC SHALL CONFORM TO SECTION 203--fi OF THE GREENBOOK - TYPE B PG7o 10 AND TYPE C2 PG7D 10. - ---21,882 C.Y. 15,133 C.Y. _ that this requirement shall be made to apply Labor, and with the State of California Department of Industrial Relations Construction Safety Orders. TOTAL -�- TEL• (818) 706 0694 continuous) and not be limited to normal working C. MINIMUM AC THICKNESS IS FOUR INCHES (4!*) Y • •• • • D. MINIMUM AC LIFT IS TWO INCHES (2"); MAXIMUM AC LIFT IS FOUR INCHES (4") NET EXPORT = 6,750 CrY.hours, and construction contractor further agrees to Contractor further agrees that he shall assume sole and complete re-- sponsibility for job site conditions during defend indemnify and hold design n professional the course of construction of this project, including safety of all persons andproperty; that this require- ment ARCHITECT: SOIL ENGINEER: Y ,9 P • P • J • 9 Y• P q • 17. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT G harmless form any and all liability, real or alleged, shall apply continuously and not be limited to normal working hours, and that the contractor shall defend, NOT BE LIMITED TO THE FOLLOWING: SEWER WATER ELECTRIC GAS AND DRAINAGE FACILITIES. WDID # 9 33C362578WITHEE MALCOLM ARCHITECTS, LLP GEOCON WEST, INC. in connection with the performance of work on this indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged, in connec- 2251 W. 190th STREET 3303 N. SAN FERNANDO BLVD STE 100 • • •• • • • • • • • • •• • • • • • •/ 1 I project, excepting liability arising from the sole tion with the performance of work on this project, excepting for liability arising from the sole negligence of the TORRANCE CA 90504 BURBANK, CA 91504 negligence of design professional. owner or the engineer. PRIVATE ENGINEE'R'S NOTES R' CEF�TII�ICA TE: TEL: 310 217--8885 PHONE: (818) 841-8388 . .. SOILS ENGINES S I It shall be the contractor's responsibility to examine the stakes before commencing the operations. should UTILITY LINES SHOWN ON THESE PLANS ARE OBTAINED FROM A SEARCH OF FAX. 310 217-0425 ENGINEER NEAL D. BERLINER UNAUTHORIZED CHANGES & USES P y P occasion arise where the validityof a stake is questionable, either as to its location or the offset marked AVAILABLE RECORDS AND CROSS---REFERENCES WITH OTHER UTILITY PLANS IN THIS IAlen-L- r ;!N �'' , A REGISTERED CIVIL ENGINEER OF THE STATE OF ARCHITECT KICKY DE LA ROSA thereon, or as to the elevation of cut or fill marked thereon. contractor shall notify the engineer who will AREA. THE EXACT LOCATION OF THE LINES SHOWN CAN ONLY BE OBTAINED BY AUTION• The engineer preparing these laps will not Y g CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL P 9 P g p N WITH THE UTILITY OWNER. L V I I - r"2 (i R ! be responsible for, or liable for, unauthorized check the stake or stakes in question. any stakes found to be in error will be reset without charge. it is POTHOLING AND SURVEY IN DIRECT COORDINATION MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL P than es to or uses of these Ions. All than es to understood that the engineer will not be charged for any standby or "down" time as a result of such ° " CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY NOTES:g P g • � . UNDERGROUND UTILITYL17618i6iGR the Ions must be in writing and must be approved checking and/or resetting procedure. the engineer is not liable for alleged errors when stakes have been Ot r �, DIRECTION ON o , ONE COMPLETE COPY OF THE GEOTECHNICAL . - ..- -. •r P g PP ►' O. J� ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY by the preparer of these plans. destroyed and field notes and records indicate stakes were set correctly. , .N ��IX1 THE EXISTENCE AND LOCATION OF ANY '"� I e RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY • ►► .,,, - ` UNDERGROUND UTILITY PIPES, CONDUITS OR H. NE0 R.C.E. NO. 47651 EXP. 12 31 13 DATE f0� ENGINEER. BLIILAUIIV49,,MING CONTRACTOR S RESPONSIBILITY / / ��U12 � STRUCTURES SHOWN ON THESE PLANS IS OBTAINED UNDERGROUND SERVICE ALERT BY A SEARCH OF THE AVAILABLE RECORDS AND TO CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, STATEMENT: * �C. , THEE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MYENGINEERS EASEMENT r,�,, THE BEST OF MY KNOWLEDGE THERE ARE NO �' CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE V r)�. r,,_ 1%..W I ECTION AND CONFORM TO THE RECOMMENDATIONS MADE IN THE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND AS THE ENGINEER OF THE PROJECT I HAVE VERIFIED THE EASEMENTS SHOWN ON "�► �' GEOTECHNICAL ENGINE ING-�INVE IGATION MENTIONED ABOVE. PLANS. REVIEWED FOR COMPLIANCE WITH • �� CALL TOLL FREE PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL THIS PLAN, INCLUDING THEIR ACCURACY, AND THAT THE PROPOSED WORK WITHIN �� TITLE 24 DISABLED ACCESSIBILITY ONLY ; WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN THESE EASEMENTS FALLS WITHIN THE RIGHTS GRANTED BY SAID EASEMENTS. 2. THE CONTRACTOR SMALL NOTIFY UNDERGROUND I-800-422-4IJ PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE SIGNED I SERVICE ALERT AT 1--800--422-�4133, %% PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN -�"�"""-�'�� -`� 800-227--2600 AT LEAST 48 HOURS PRIOR TO ANY PROFESSIONAL OR OWNER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE I...I � Z E-R:�ffi: NO. 2,5 71; ON---SITE WORK. UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY �'� ��'� �' APPROVED BY' �` om MING H. NEO R.C.E. NO. 47651 EXP• 12/31/13 DATE DATE 1 l 1 �a��. TWO WORKING DA YS BEFORE YOU DIG FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. NA DATE SEAL: Desi Designed B Drawn Checked Drawing No. CONSTRUCTION RECORD DATE BY REVISidN5 ACC D DATE BENCH MARK g y o� SrEAAEC11LA TENT aF PUBL/ wORI oDEPAR M S- SCALE � tiq • ,�, � < Arleen Dao Min H. Neo DATE: ! 21812 T.L. E Vl 5E 51VEWALK ON 11PU10L 5tE- �, Hoy �• John Luong 9 RECOMMENDED BYContractorTEMECULA BENCH MARK T-,�2-81/R 6--30--05, Horrzontal �- �t�` o • • t?y4ve ET' 1 L � i �, � o - Pions Prepared Under Superv�s�on Of v ELEYAnON � 1 nO6.84 FEET, LO<'ATED AT THE � A p DATE: � � � I ACCEPTED BY. x. TITLE SHEET Bi4CK OF CURB AT NORTHWEST INTERSECTION a No. 4731 REG s. o Inspector OF FRONT ROAD AND RANCHO GAL/FORNIA ROAD. Exp. �2-�31�13 Date 'r 'DIRECT R OF PUBLIC WORKS C►'Y EMNEER 9� ,�� PA 11-0127 - PORTOLA TERRACE APARTMENTS • vertical s 01 �� . MING H. N EO R.C.E. No, 47109 :, T OBTAIN V E F 19 A M A V , 28673 & 28701 PUJOL STREET Date Complete O OB ALU S O NANO 88 0 TU , ADD �, r � ► Sheet of ............. 1.76 TO ALL ELEVATIONS SHOWN HEREON. c R.C.E. No. 47651 MB 15/726 BLOCK 35 LOTS 1-6 -- . :.• .. PLAN DATE: 12/07/2f�1` ...2 01 I i 11 0- 1 ME. N ........... ........... PRECISE GRADING CONSTRUCTION NOTES OUANTITY CONSIRUCT 6"' TYPE "0-6" CURB PER CITY OF TEMECULA STO. PLAN NO. 204A 463 L.F. ..... . .............. WIH CURB AND GUTTER JOINTS PER STANDARD PLAN NO. 206 ...... A Tl CONSIRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. 50J S.F. .1-5 . M PLAN NO. 207A MODIFIED, R=5 rx`� CONSIRUCT 6"' TYPE "A-6" CURB AND GUTTER PER CITY OF TEMECULA STO. PLAN NO. 200 315 S.F. K11H CURB AND GUTTER JOINTS PER STANDARD PLAN NO. 206. CONSTRUCT 24# WDE, 12'* DEEP BACK OF WALL DRAIN V—DITCH PER DETAIL "H" ON SHEET C-10 J85 L.F. 0)2A CONSTRUCT CONCRETE RIBBON GUTIER PER DETAIL "Em ON SHEET C-10 900 S.F. Z RETAINING WALL PER SEPARATE PLANS (PER SEPARATE PERMIT). F _95 2 f-et. PERMANENT SHORING WALL PER SEPARATE PLANS BY OTHERS (PER SEPARATE PERMIT) VEHICULAR CONCRETE PAVING AT ENTRY DRIVE, PER DETAIL "'C"t ON SHEET C-10; JsO73 S.F COLOR & FINISH PER LANDSCAPE PLAN .......... `14 W2,0 K INSTALL 6# HIGH PROTO-11 "SLUMPBLOCK" WALL PER SEPARAIE PLANS (PER SEPARAIE PERMIT) V `V' 'Hu".)1, 9' 1 64P." SAWCUT AND REMOVE EXIST. DRIVEWAY, SIDEWALK, CUR13 & GUTTER & AC PAVEMENT 14J L.F. 4 V ....% A;Z 10 ........... PLANTER WALL (JO'# MAX) PER SEPARATE PLANS (PER SEPARATE PERMIT) i;................. 1 1001 X 0 i� �3 �zl IX ........ ..... X., ........... ....................... -1 y:, % , q I v A *0 0� _0 ----------------------- --------------------- -I % -1 ILI I V E PLANS BY OTHERS (PER SEPARATE PERMIT) INSTALL 5' 6" TU13ULAR STEEL FENCE PER SEPARAT -------------------- ------ -------------------------- ------------ ---------------- ------------------- ---------------- ------ ............. ... x PT 6' ------------- -T_ _' 0M ................. 1TV r -------------- 2..................... ............. ....; .....1.1.- - P 1,11. r�,; CONSTRUCT 4# PCC SIDEWALK, W=6 PER CITY OF TEMECULA STO. PLAN NO. 401 686 S.F. 4 rQ CONSIRUCT T 4"' IHICK P.C.C. PAWNG WALKWAY, MOTH PER PLAN, 2t060 S.F. P .... ... ............... 2 4 -------------- .......... ....... P, ........................ ............ ........................ .................. ............... ........... .................... 10 0 4 FS ............ C_I OP. C PER DETAIL A ON SHEET OLOR & FINISH PER LANDSCAPE PLAN i pf*.)2 VV loga44 S45 UO`25 UJOL S TR FE,—PEDESTRIAN CONCRETE PAVERS, PER DETAIL "B" ON SHEET C-10; Is J04 S.F. 12.2 ....................... .................... ................................... . ........... 0 2 ............. VP .............. ................. ..................... ........................... 0 MR COLOR & FINISH PER LANDSCAPE PLAN INSTALL HANDICAP STALL STRIPING AND SIGNAGE PER DETAIL FDJ*, SHEET C-10 J EA. ............... '2, ...... GRADE SWALE PER DETAIL nF" ON SHEET C-10 z 740 L.F. I S45*30 wVT CRACK FILLING AND SLURRY SEALING; PROWDE NEW STREET STRIPING TO REPLACE 11,560 S.F. zV m 4mmormumem�main X THE EXISIING STREET STRIPING DISTURBED BY THE SIREET RESURFACING —10 (DEPTH PER PLAN) A 8 > CONSTRUCT DEEPENED F0017NG PER DETAIL SHEET C 80 L.F r........... of tINTERLOCKING CONCRETE PAVERS AT ENTRY DRIVE ........... .... PER DETAIL S ON SHEET C-11- 462 S.F. COLOR & FINISH PER LANDSCAPE PLAN 4 —12 CONSTRUCT ACCESSIBLE RAMP PER DETAIL "0" ON SHEET C 1 EA. CONSTRUCT ACCESSIBLE RAMP PER DETAIL ON SHEET C-12 1 EA 4, ;_'46RA ........................ ............ CONSTRUCT ACCESSIBLE RAMP PER DETAIL '*Qt ON SHEET C-12 1 EA. P % `Wgi DEN SINGLE F —12 CONSTRUCT ACCESSIBLE RAMP PER DETAIL ON SHEE T C 1 EA. ....... MAGGIO /r F fAi 92205200-7 i% 0C n e> ._ LOT 7 LOT 3 SINGLE .......... CK 35 .............. LOT 1 CONSTRUCT 4# A.C. OVER 13'* C.A.B. PER SOIL REPORT RECOMMENDARON 4,146 S.F. %1P _11AL .r EN BLOCK 35 M CONS7RUCT ASPHALT CONCRETE PAVEMENT REPLACEMENT PER CITY OF TEMECULA SID. I V 143 S.F. PLAN NOs. I lJo 115 & 116 is. �G U ....................... CONSTRUCT A.C. OVER 8" C.A.B. PER SOIL REPORT RECOMMENDA17ON 890 S.F. I,QT 4 -"U'# ON SHEET C-11 10 L.F. OT CONSTRUCT SPLASH WALL PER DETAIL BLOdK. 35 3 5 1 S LOT 5 EROSION CONTROL CONSTRUCTION NOTES OUANTITY .............. STORM DRAIN INLET PROTECTION 6 0 EA. . .......... Co x SIL T FENCE 1p015 L.F. . ..... 0 .......... STABILIZED CONSTRUCTION ENTRANCEIEXIT 2 EA. f t V x ... WIND EROSION CONTROL 1 EA.MATERIAL DELIVERY & STORAGE 1 EA. _.yl V CONCRETE WASTE MANAGEMENT 1 EA. .......�: ............ ....... ........ % ........ ........... . . ........ VEHICLE & EQUIPMENT FUELING 1 EA. ................... EQUIPMENT REPAIR & MAINTENANCE x 1 EA. .318'0 w ................. (D GRAVEL 13AGS ALONG GUTTER 88 EA. 0, GRAVEL 13AGS ALONG V—GUTTER 40 EA. /* X OWNER: JOHN F. FIRESTONE x STORM DRAIN CONSTRUCTION NOTES PAR�� OUANTITY .1 40-320002-2 PARK VACA*T 0"2 CONSTRUCT CUR13 OUTLET PER CITY OF TEMECULA STANDARD PLAN NO. J01, W=3"@ 2 EA. —4 INFILTRATION & DETENTION SYSTEM PER DETAIL 'Y'o ON SHEET C-15 1 EA. INSTALL CUDO INSTALL 14" MODULAR WETLAND SYSTEMS LINEAR VAULT TYPE PER DETAIL "Zoo ON SHEET C-14 2 EA. (8 SUMP PUMP TO BUILDING SEWER SYSTEM PER SEPARATE PLUM13ING PLANS 13Y OTHERS 1 EA. INSTALL KRISTAR 24XJ6 DURA—DRAIN PRECAST CONCRETE DRAIN BOX WITH TRAFFIC LOADING 1 EA. BICYCLE PROOF FRAME & GRATE, MODEL P2436 PER DETAIL "'N"' SHEET C-11 INSTALL 8 P.V.C. (SCH 40) PIPE MTH PIPE BEDDING PER DETAIL "'G" ON SHEET C-10o SLOPE PER PLAN 19 7 L.F. 10 P.V C. INSTALL 10 (SCH 40) PIPE WITH PIPE BEDDING PER DETAIL "4G*' ON SHEET C-10, SLOPE PER PLAN 82 L.F. to P, INSTALL 10 V.C. (5CH 80) PIPE MTH PIPE BEDDING PER DETAIL "'Go" ON SHEET C-1Q PE PER PLAN 694 L.F. SL 0 INSTALL 12" P.V.C. (SCH 40) PIPE WITH PIPE BEDDING PER DETAIL "Go" ON SHEET C-10, SLOPE PER PLAN 6 76 L.F. INSTALL 6 P.V.C. (SCH 40) PIPE WITH PIPE BEDDING PER DETAIL G'o ON SHEET C-10, SLOPE PER PLAN 1 705 L.F. INSTALL 12'ox12o# NDS SQUARE GRATE WITH ADAPTER, RISER, TEE PER DETAIL "'J"', ON SHEET C-11 SCALE: 1 30 44 EA. INSTALL 4"' P.V.C. (SCH 40) PIPE MTH PIPE BEDDING PER DETAIL "Vo ON SHEET C-10, SLOPE PER PLAN lt 910 L.F. INSTALL NDS 18'*X18" ATRIUM GRATE (MODEL �1891 0 15 30 60 90 AND LOW PROFILE ADAPTER (MODEL §1830) 4 EA. WITH 10 BAYONET BOTTOM OUTLET PER DETAIL V ON SHEET C-11 TOPOGRAPHIC SURVEY PREPARED BY: ADDITIONAL TOPOGRAPHIC SURVEY PREPARED BY: oCONNECT TO ROOF DRAIN DOWNSPOUT PER DETAIL L ON SHEET C-11 SEE PLUMBING PLAN FOR CON-nNUATION 61 EA. AMERICAN SURVEYING AND MAPPING CALVADA SURVEYING, INC, STENCIL OR LABEL N "' SIGN OR EQUIVALENT AT ALL CATCH BASINS 1030 N. ORLANDO AVE. SUITE B 411 JENKS CIR., SUITE 205 6 0 EA. GRATED INLETS,. ...YARD INLET,5,,.. MODULAR WETLAND SYSTEMS & CUDO SYSTEM PER DETAIL "M' ON SHEET C-11 I WINTER PARK FL 32789 CORONA, CA 92880 to AiVAU SACEry @ INSTALL 6 ' DIA. ATRIUM GRATE (NDS SPEE—D BASIN) PER DETAIL "K ON SHEET C—11. 8 EA. PHONE,* (407) 426-7979 PHONE: (951 ) 280-9960 INSTALL KRISTAR 36 X36' DURA—DRAIN PRECAST CONCRETE MANHOLE MTH TRAMC LOADING FAX: (407) 426-9741 FAX: (951 ) 280-9746 2 EA - PER DETAIL "N" SHEET C-11 DATE OF FIELD SURVEY: 2-25-2011 DATE OF FIELD SURVEY: 8-15-2011 & 8-25-2011 REVIEWED FOR COMPL, WITH INSTALL KRISTAR 30"X30" DURA—DRAIN PRECAST CONCRETE MANHOLE MTH TRAFFIC LOADING 1 EA. TITLE 24 DISABLED ACCESSIBILITY ONLY SOLID COVER, MODEL PJO PER DETAIL "N" SHEET C-11 INSTALL KRISTAR 18"X24" DURA—DRAIN PRECAST CONCRETE DRAIN BOX WITH TRAMC LOADING 1 EA. BICYCLE PROOF FRAME & GRATE,, MODEL P1824 PER DETAIL "N" SHEET C-11 A PPRO VED B X Wf j: NA ME DKE CONSTRU00N RECORD VA 1E BY REWSIONS ACC*D DAff BENCH ORK SEAL.# Designed By Dra wn B)e Checked By C/rro iw Dro win No, SCALE JF 9 DEPARTMENT OF PUBLIC wohn Luong Aileen Dao Ming H. Neo RECOMMEN00 DA I E.- Contractoc TEMECULA BENCH 94RK T-32-811R-6—JO-05p Hodkontal co 0 Plans Prepared Under Supervision Of 04 ELEVA17ON = 1006-84 FEET LOC41ED AT THE % i 0 Z. CD w No. 47651 ACCEPTEO BY: Z DA TE- Inspector_----- BACK OF CURB AT NORTHWEST INTERSE00N TOPOGRAPHIC MAP cv- Exp. 12-31-13 WG Bum V_ OF FRONT ROAO AND RANCHO CAUFORN14 ROAO. Date DIRECTOR OF PU&IC WRKS CffY EXINE& PAI 1-0127 - PORTOLA TERRACE APARTMENTS Vef&a/ Date Completed - TO OBTAIN VALUES OF MVD 1988 DATUM, ADD b CIV%L MING H. NEOr RCE, No, 47109 28673 & 28701 PUJOL STREET 1.76 TO ALL ELEVA17ONS SHOWN HEREON. QFCAL% R.C,E. No, 47651 Sheet C-2 of 19 0 MB 15/726 BLOCK 35 LOTS 1-6 r LU PLAN DATE: 12/07/2011 CATV CATV CATV CATV CATV CATV CATV . �.. : . . . I . I . I . . . . . ,. . . I I . .. I '' . . . . I I I 1. , .A- , I . ... I. .. . . . ... � I . , . . I . . 11 . I . I . . . I , . . . I I .1 . . .. . I I . I . I I . . .. I 1. . I I .1 . . I I .. . '' . . . . , . --w .. .. • _ •' .. ' .. - ..:.�,,.»• :....�..w.._..r r.,,r; ...r.....�� 91. r�N r*No�r..No~ wr.�M r�w.wr r• .r.�'r r r�� r.w�r r ��r .�.,. r r•,...Yw rr'� r.r..�.r�r r w�r r.wrww�r r r+.�►r r r rw� .ram. «..w.r r r w.w�.ram►r r urw�w.�.�� r r rr^r r r r r r r«w�� . \ R �+ r.•ter �. p PUJOL S T_�'.I...l .,E-E T--...-- .--,.,., ", "'..e. 11l'o, --r "' .e"�' :r. N45°30'25"W 06 858.53' 232.00 0 -� -- .•'• p,�, TUBULAR STEEL FENCE I Y �15► LIMIT C I r DUI LDING 01 'R LAX oo4.2s rc P/L D 1003.2 rc I r.•- f' I t'::. ti <e .r-•Y >,{ �, ACCESS ROAD 3,�9,� rfrr . A ,.:f :.-_, 1003.43 INV. rrI I 1002.45 V. ( al- - - _^*^'-� -- 1 l r � :{ A -r ��_r -►-MONO �+�. r ..•wn"* r. � f .<•r• f ''•;YY •} -'•••r•• a`• ,•;Y•yr r.wrwrr r rrw� r r wrr�� r w r r � . r r r r r w r r ww�w..TN. �r .. •..h .r I r r .__. �. �.... ..... r ... _.,. .,.... _.,...� ... -•�r..". 7 �.�.r.,....T fir' " �_ Y•r E X. FENCE TO B E REMOVE D �. -I -ram . . Y :: . mad ix :..- Y Y •� x: P WER P LE 2 0 �. .1T \ o c . . .: WALKWAY a 7 CONCRETE 31 8.0 0 S 4 5 3 0 2 5 E �- �. -# ;:. ... :: :_.: T4-�3 RM�1�-- .. . 's 1oa3 .� _Lv . _Lv L - .. . . v - ,. -:. 111111111M '� 5% MAX. 0 3 --s "EMENEEMEN1003.51 v \ 1003.57 ._ .. ---- _.�. -... ,....♦. .h..... ....- . . ........ .-.-...I.,•� �, �G, 1.5 :'a r.tir i FS ' I. {.fr, X FS INV. 1004.49 I Ex. BL CK ` o, :: . P GRouND . : �: WALL EXIST. I I 002.570 0 r y FS ` ►�o G�, ..IN: 1 f -:ti : Y ......: 477{f 1 ,� • ' ' `` 3 PCC THICK GUTTER r� `� h Y :..r. ...:: ..:.ti ,;, I I :�: - 1003 64 � r:... �- TUBULAR STEEL FE CE I 1 002.74 ~} 1 y INV. 004. :..Y�••.•• 18" N DS ATRIUM GRATE �� ... --64 ` ` PROP. PERMANENT `� 18 NDS ATRIUM GRATE ` t 1 f '=': : I INV. :,: � FF=1 07917 , W ADAPTER '�BUI L.DI NG L NE /Y:f' r \ 1005.21 1 \ SHORING WALL �� W ADAPTER \. \ y•.. 1 24 '; PAD--'�D�. ::� (PER SEPARATE PERMIT) III _."" " Iy (� I )_' Q I v. f } _ z5 i "* x . �_ 1�� --17 MASONARY BLOCK • 1 •- EX. 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I. .:" :4 •L }••} t __ �N +pf \-• \Y.Y ._.✓ ...".•.. ..-.-."',y:•::.•••....... ....... ......... ....... .., :...,•-.-••:;..::,.- ....Y h 1 / ■Q■ 4: \f Y Y. ....... v. ...•.v ... . Y� -".. >C 3 5 D V EI \-EX % 1007.1 FG : .� \ :• tiY #... { x :b r. �Yyµ � :., Y.�. ::,;..� Y f:I_ :............. PERMANENT M A N E N T �o: - w PROP. �,, :;�. +w .. rf �. ...:. .y. ...11 " _ TEMP 1:1 C U T �' s- i { ? I .. v :r-'� z G WALL r SHORING 2.5 SOLDIER Ph" ,.� � : Y\ :... ....... .._.•.•. ....... :*' �` �� 2.5 0 SOLDIER PILES r a� :\ :: :�. :ti v' Y R r : :.:,y... '� r ::Y MIT. PER P A R ATE:»:.ti ::tiff : .JE .� ::\• ER.... .:�.: .:•t :.\.\.:•. + ::-tip•: P SHORT G SEE SEPARATE (SEE SEPARATE N .\ f N F� o r : A, �\ r '�1;w ^, ,. r ... :i. r FG F. .. ..--.• :..". .. .•..:.: ,. PLANS S C 0 PLANS) ,:,,: 999.8 r %l,.. SHORING 008 6 G •-�a' .... ............ ...... ....--: ....... -.. ....... .. •rr t :• 1 oDS. : ..:.... ....... Y Y r>:' :::f SOLDIER PILES 1007.3 FG _.:. } : ...-••. ..-.. ' .. 7}•r N.T.S. :-:.. f.:.-:. g . .��y- r - .-.... r v, f �_ r> PER SEPARATE PERMIT) l 71 V x 'r r r Yyw' :w. :.y ," :r :.• ::r. :-. �.,.w *•.v t • Y I..• •..may •:r. ......Y. ..... ....... a r..•_- ,.,..,c,_..... 4% ..- �"^-•,.r.Y-. .:•f' �......�(„m,'%_ y�'(x.:, X /\ !\�-- "-•h�., -.....,G•(.:.."" -5-4.- X 1. X.Y ... ., ��(\ �(..:.:.: X D 3: ...T NUS :...:.. :, n O2 Y, t .�..1 :0 "1" Jo2�D. y o �� f" ' I I :: .-. .4 TG EX. CHAIN LINK FENCE " '��"� 3 0 SOLDIER PILES 318.00 1019 N 4 5 3 0 2 5 W •\: 1020.E FL f 102D.0 FL1019.dr�I U k 101 7.5 FL .,..rr �0 IN V. 1019.,E FL �e,__.: SEE SEPARATE SHORING � �x Y. 1006.so ��.�_ •. �.. Y� _-1 INLEr DETAIL _N1. .O. :1.rr, :Y}. PLANS) 24 DRIVEWAY BUILDING I PL - ___j .� __ - I........". I - 1 -I-- 10' UTILITY EASEMENT 24' DRIVEWAY 18' .. I TO SCE PER INST. 115320 �, �::1 F,. ...•..�. 5' I � � 5 I � PROP. PROTO II WALL I (PER SEPARATE PERMIT) x PROP. PROTO it WALL � Q 3% MAX. 2% MAX. 3% MAX. I oo Q 1% MIN. � �. (PER SEPARATE PERMIT) , `° � 1% MI 1% MIN. PADw loos.s ,...,.��. I � EX. GROUND ,.% N• -�-�--- 1 5' OVER-EX TEMP 1:1 C U T ' TEMP 1:1 C U T 1 DRIVE WA Y SECTION B �BUND ER C U T TEO 1' DRIVEWAY UNDERCUT N,r.s.ALL WORKS WITHIN THE PUBLIC PL RIGHTMMM*OFMMMwWAY MUST BE P ERFORMED PL GARAGE STRUCTURE 3.5' PER A SEPARATE CITY OF TEMECULA 5' PROP. PERMANENT SHORING WALL PROP. BACK OF WALL LAPff ENCROACHMENT PERMIT Ex, GROUND 614Y,649R � MIN. (PER SEPARATE PERMIT) _��\ DRAIN 2' WIDE V-DITCH � -- yC 1, f\..��....... Y Y .: ........ �. _.�_ BUILerr - :2 :� I-",,.- 11 - ......1� ao � D r� PROP. PERMANE---m_... 0111M.- 0111- NT .' ",' ,,'I 'll, L_ � . r . r A ER RIN WALL ` m '9 SERVICEL T SH O G UNDERGROUND NSEX. GR D UND v PER SEPARATE PERMIT 11 f 1 DRIVEWAY 9.3 - - ! - - - REVIEWED FOR COMPLIANCE WITH CALL TOLL FREE UNDERCUT '' - - - - . TITLE 24 DISABLED ACCESSIBILITY ONLY 2' � SOLDIER ER PILES 1-800-422-4133 11 - ' TEMP 1.1 CUT T ��,� (PER SEPARATE PERMIT} � m 'I I I I PILES SECTIONC� C� I •�W__�� ..-.. - ____ _____ ' �� 2.5 0 SOLDIER APPROVED PER SEPARATE PERMIT NAM A TE TWO WORKING DA YS BEFORE YOU DIG 0 20 40 60 ( ) N,T S. ' BENCH MARK SEAL: �- Designed By Drawn By Checked By Drawing No. ACC D DATECITYDEPARTMENT OF PUBLI WORKS" CONSTRUCTION RECORD DATE BY REVISIONSDEP SCALE Q�o��Ss�oN� . - __ hn L uon Aileen Doo Ming H. Nea RECOMMENDED BY,-, DA TE: / 4 z HOB �° g N Contractor TEMECULA BENCH MARK T�--32-81 R-6-30-05, Hodkontal �1�12` ti� Prepared Under Su Supervision Of °' o, .� o Plans plt _ -� DATE:• I PLANR�C)�.J �I - RADINELEVATION 1006.84 FEET, LOCATED AT THE a No. 47651 ran ACCEPTED BY. xs, L_j r BACK Of CURB AT NORTHWEST INTERSECTION Exp. 2-3�--�3 GREG y • Ins actor Date % I DIRECTOR OF PUBLIC WnRKS cnY ENGINEER �, PA 1 1 0127 PORTOLA TERRACE APARTMEN I'S o P OF FRONT ROAD AND RANCHO CALIFORN14 ROAD. . it * � w Vertrcal H.. N E O R.C.E. 11!o, 47109 .::.... . s CIV%%- ,� MING 28673 & 28701 PUJOL STREET TO OBTAIN VALUES OF NAVD 1986 DATUM, ADD '� �� Dote Completed "� '' Shee v...... ......p , �� .ors A�. 47651 MB 15/726 BLOCK 35 LOTS 1-6 1 1.7E TO ALL ELEVATIONS SHOWN HEREON. C R.C.E•. No. ___ - __ -..--------- ____ _______._I11 .... ----��m-.-.-. I E.-- . ��m_. 1111111111- -----_.. ..-Ml M... . _1 m- 1111--.... �� 0- . _____ m______ 0--Mi 1111111---i m________� 0---im- . a______M E.- E.- E...--- .... a. PLAN DATE: 1/23/2012