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HomeMy WebLinkAboutLot 2 Bldg 58-59 Precise Grading G GENERAL NOTES 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. VILLA TRA C NO * 4?o - 2. APPROVAL OF THESE PLANS B THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. &4ARA _,d2b %43 9 9 de?�� LO ' 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. 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. "mmommaam" PA 11 0031 MODELS PRECIS , GRADING PLANa 5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. c�c 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 OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6: 30 P.M. AND 6: 30 A.M. , MONDAY THROUGH FRIDAY AND BUILDINGS 58 AND 59 SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCT IDN ACTIVITY BETWEEN THE HOURS OF 7: 00 A.M. AND 6: 30 P.M. , ON SATURDAY. FURTHER, NO , hA / PHASE C CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED / 4 (LOT 3) HOLIDAYS PHASE B � 4 (Lor 1) 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE j ., 1, PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING R CLEARANCES FROM THESE AGENCIES PRIOR TO ANY DISTURBANCE OR GRADING. THE APPROPRIATE ATE CLE ' 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): ev � PHASE A , � � � �'- .o PROJECT (Lor 2) r / 0 w / _, � �� � TRENT HEINER, WOODSIDE HOMES (949) 456-5044 SITE t/ �. MA NTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE DURATION OF THE REQUIREMENTS I REME MW- 9. THE PERMITTEE SHALL ABIDE BY THE EQ ACTIVITIES IF APPLICABLE. PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION , D WORK AREA r 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSE AND RELOCATION COSTS OF ALL EXISTING UTILITIES. vr1 / • X FOOT 6' CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS .�- 1 1 . CONSTRUCTION FENCING. ASI ( ) �� J E ARE COMPLETED FOR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS AS �. •� /r VICINITY MAP REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY). `, .�� �/ N.T.S. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S SCQQMD RULE 403, INCLUDING METHODS *� • ' '''" "_ SCJ 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOU Q ( } CONSTRUCTION NOTES & QUANTITY ESTIMATE APPROVED BY THE CITY ENGINEER. 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE OCCUPANCY VIP �: � -� � NO. I TEM QUANTITY UNIT RELEASE FORM. . 1 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 14 EA T 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. INSTALL 4" PVC DRAIN PIPE 309 LF~ •+ ,� ` �/ GRADING NOTES ,% 3 CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL ON SHEET 2 2 EA 1 . ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF 'THE TEMECULA MUNICIPAL CODE, AND IF APPLICABLE, THE STATE WATER �•. ,Z / 298 LF 5 INSTALL TRAP FENCING RESOURCES CONTROL BOARD (SWRCP) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. N �.. .. :r - SF Y: LE I GHTON AND ASSOCIATES DATED JUNE 4 2007 AND UPDATED OCTOBER 5 201 1 . 6 CONSTRUCT 4 A.C. OVER NATIVE SOIL 3,901 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SOILS REPORT B - `� 7 INSTALL 2" X 4" REDWOOD HEADER 2g2 LF 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. r' r +-'- i.r.. - LEAST FIVE TENTHS 1 .5 SHALL BE SUBMITTED TO THE LAND DEVELOPMENT I NS'ECTOR BY A REGISTERED !, PAINT 4 SOLID WHITE PARKING LANE 90 LF 4. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LES ONE AND I ( ) CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (300 ) IN VERTICAL HEIGHT. iEA PAINT SOLID BLUE HANDICAP PARKING SYMBOL CONVEY 100--YEAR STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPCS OVER THREE FEET (3' ) ''M r `� CONCRETE BROW DITCHES TO r 5. PROVIDE, AS APPLICABLE, � . �;. PAINT 4" SOLID BLUE HANDICAP STRIPE C� 2' O.C. 162 SF IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTIONIGRADING ACTIVITY. - \. '- - •` 11 INSTALL WHEEL STOPS 1 1 EA 12 PA IN SOLID WHITE NO PARKING" , 12" MIN LETTERING 1 EA 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. `'Y ': �• r r '' INSTALL 6" PVC DRAIN PIPE 23 LF 8. TEMPORARY DRAINAGE SHALL B PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. r. , r.::a.•'"y` h' � • 14 INSTALL 10 PVC DRAIN PIPE 169 LF 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 CONSTRUCT 4, CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 577 SF RATIO EXCEEDS 5. 1 AND IS GREATER THAN FIVE FEET W ), THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85% WATER SATURATION. \ " ' INSTALL 12 X 12 BROOKS BOX CATCH BASIN 1 EA 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT T4 THE LAND DEVELOPMENT - '` - ' ` 17 INSTALL DISABLED PARKING SIGN/WARNING SIGN PER DETAIL ON SHEET 2 2 EA INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1 ') IN DEPTH HAVE BEEN PROPERLY PLACED. `' ��, � , `" �����'�`'���'��i. 1 1 . THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951--30-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE INSTALL TRUNCATED DOMES PER ADA REQUIREMENTS 1 EA INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. • �� _ LOT GRADING ( 1 LOT X 25 C.Y. ) 25 C.Y. ENGINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ,� ..~ `•, �:� }� �.�-:. TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION OF WRITTEN FINAL PAD ELEVATION CERTIFICATION `' •r'` ,f AND LOCATION OF CUT FILL SLOPES. _ L.� END SHALL BE TO LINE GRADE, ELEVATION / \ f GARAGE FLOOR GF 0000.0 ' . 0000.00 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2, SETS OF WRITTEN FINAL TOP OF CURB E A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. 1 ,s4 - TC PAD ELEVATION PAD COMPACTION CERTIFICATION TO INCLUDE PE 0000.0 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN \- r. FLOW LINE FL FINISHED FLOOR FF 0000.0 ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT i � •'• �' IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. . HIGH POINT HP � WATER SERVICE U1! RO �L, 15. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOG I CAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WH I Ci- REASONABLY APPEARS TO FINISHED GRADE FG 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 rf;. FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE PLANNING DIRECTOR AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY � EX MSEWER SERVICE S M REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY (UAL I F I ED SPECIALIST TO 'µ:Y / 11=100' FINISHED SURFACE FS OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS E / SCALE. 1 INSPECT 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 THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE `HE RESUMPTION OF WORK. ~ GRADE BREAK GO SLOPE ARCHAEOLOGICAL/CULTURAL RESOURCE, � UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THA_ NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR. TOP OF GRADE TG LOT NUMBER 83 16. NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE-GRADING MEETING WITH PUBLIC WORKS. ALL PROJECTS SITE CONTAINING SUITABLE HABITAT AREA DRAIN & PIPE UNIT TYPE D FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30--DAY PRECONSTRUCTION SURVEY THAT SHALL BE CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN THE PROJECT MAY FOUND TO NE PRESENT OR NESTING ON-SITE DURING THE PRECONSTRUCT I ON INVERT ELEVATION INV TRAP FENCE E MOVE FORWARD WITH GRADING, UPON PLANNING DEPARTMENT APPROVAL. IF BURROWING OWLS ARE SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO. EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BRECDING SEASON, WHICH IS N DEFINED AS MARCH 1 THROUGH AUGUST 31 , WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND TY AND APPROPRIATE REGULATORY AGENCIES IF ANY THAT EGG LAYING OR CHICK REARING IS NOT TAKINGSOILS ENGINEERS CER IFICATE RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CI ( ) PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST. n OWNER ZDEVELOPER PAVING NOTES (CONTINUED PAVING NOTES, vSHEET INDEX I , -�/�0// SA 6// A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, �- WOODSIDE HOMES PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT ,- 1 . MINIMUM PARKING LOT GRADE SHALL BE ONE PERCENT 0%) . 7. THE CONTRACT��R SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND SHEET 1 TITLE SHEET 11870 PIERCE STREET, SUITE 10C A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME a RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR SHEET 2 PRECISE GRADING PLAN RIVERSIDE, CA 92505 OR UNDER MY DIRECTION ON &0e- .r Loh/ ONE COMPLETE COPY OF THE GEOTECHNICAL FACILITY SHALL BE A HALF PERCENT (0.5%) . TO BEGINNING OF CONSTRUCTION AT (951 ) 308-6395. CONTACT : TRENT HEINER ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN 2. MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACIL � SOILS ENGINEER: PHONE : (949) 858-4980 SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO TO 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY NINETY--FIVE PERCENT (95%) OF NOTE. ASSOCIATESBASIS ASSOC I LE IGHTON AND 3: PLACEMENT OF ASPHALTIC CONCRETE PAVING. COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT PAVING. SUITE 103 THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE a 41715 ENTERPRISE CIRCLE NORTH THE BEARINGS SHOWN HEREON ARE 3ASED ON A o TEMECULA, CA. 92590 RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION MENTIONED ABOVE. AT ON OF SUBGRADE OR BASE ROCK GRADE SHALL BE COORDINATED BY THE PORTION OF THE CENTERLINE OF YNEZ ROAD AS 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN ( 14) DAYS FOLLOWING 9. COMPACTION TEST OBSERV I PHONE (951 ) 296-0530 • WILL � PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS 4 SHOWN ON TRACT NO. 23992, M.B. 231/9 12 BEING FAX : (951 ) 296-053 SQUARE YARD ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37,39 AND 94 OF THE STATE BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING . IN 48° 15' 11 "W Q cn STANDARD SPECIFICATIONS. SIGNED N 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC 1 DAYS PRIOR TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL a `i5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AP ROVAL TEN ( 10) _ -- • � W WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY RIGHT--OF-WAY. ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY DESIGN MANUAL AND . . 0 UTILIZE THE `R" VALUE METHOD. THE `R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE -WITH R.C.E. N0. .82875 j T BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER v 6 . THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION A CALIFORNIA TEST N0. 301 AND SHALL r �� �� � PLACEMENT OF ASPHALT. N OF THESE TESTS SHALL BE SUBJECT TO APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. �� �' SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND DURINGOF LOCATIONS w T SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-~6 OF THE CURRENT STANDARD DAT � LD11- "016 R � 11 . ASPHALT CONCFE E SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-PG 70-10. f 31©N CONS-TRUCTION PLANNING of , SOURCE OF TOP O ; BUILDING AND SAFETY z PLAN � MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS 0 GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF BPG 70-102 A MINIMUM THICKNESS OF 2 ANALYTICAL PHOTOGRAMMETR I C SURVEYS INC. REVIEWED FOR COMPLIANCE WITH TITLE 24 Of ' DISABLED ACCESS R UIREMENTS ONLY INCHES. 647 N. MAIN STREET, SU 1A � 40810 COUNTY CENTER DRIVE TEMECULA cALIwRNw�259r6o22 RIVERSIDE, C A. 9 2 5 01 � 686-5103 APPROVED BY: tTEME LA, (951 ) C O N S U LT I N S 951.676.8042 ■ FAX 961.676.7240 www.RBF.com DATE OF TOPOGRAPHY 9/16/02 NAM � DATE < ATE BY REVISIONS DATE ACCD BENCH MARK a . CONSTRUCTION RECORD D ' DESIGNED BY DRAWN BY CHECKED BY SHEET N0SCALE 1��ESis/ DEPARTMENT OF PUBLIC WORKS Q CITY OF TEMECULA » Q4 �-9 T-32-81 RESET 1987, A 2 11/2 M. DOTY M. DOTY M. DOTY 2 DISK c�C. A. RECOMMENDED BY: DX rE: � IN CONCRETE WALK NEAR THE HORIZONTAL �. 0,�+ �� PLANS PREPARED UNDER THE SUPERVISION OFcn CONTRACTOR INTERSECTION OF FRONT STREET AND � -� o N �, �� PRECISE GRADING PLAN Q RANCHO CALIFORNIA ROAD IN THE AS NOTED U-i '�' �� LO SIDEWALK OF A BRIDGE OVER THE No. 73744 TRACT 23992 LOT 2INSPECTOR BY: D,�TE: �� � �� g -A;r., i ACCEPTED ��:,�:.,.x.� MURR I ETA CREEK ON THE NORf HWEST � � _ C I � �/� d s: , � ..Y..�. w rte- DATE. w CORNER OF BRIDGE. VERTICAL Q- EGOTLER TITLE SHEET `�' Cm MARK A. DOTY �r :gag::: a DATE COMPLETED ly @�' ` DIRECTOR RECTOR OF PUBL I C WORKS/C I Y ENG I NEER �f� �4 �' � �. N� PA11 -0031OF � SHEETS � N/A CFCA4..1� R.C.E. 73744 R.C.E. 47109 MODELS, BUILDINGS 58 �c 59 ., ELEVATION = 1007.337' 17" MIN. J - '' 1 01 .7 TG UNAUTHORIZED VEHICLES I - - -�._._. RANCH 0 HIGHLAND DRIVE ..- - - ,4 _____ 99.0 IN PARKED IN DESIGNATED LETTERING ON SIGN MUST 8E �""""'� -- -- �� � ��' � access�e� sPacEs Nor A MINIMUM OF 1" HEIGHT j 1096.9 ��- - -- - - - ATA - �` --- DISPLAYIN(3 DISTINGUISHING � 98.3 TG 1 14 � ---- DRAIN PIPE TO BE PLACARDS OR SPECK - TC 97.6 INV .,_,_,. TG � INSTALLED PER � 97.7 TG � 14 1101 .69 a.:�� N 98.5 INV BUILD-OUT PHASE PLANS LICENSE PLATES ISSUED FOR a 14 97.2 I N � ---- '� 1101 .76 TC 1101 .69 z PERSONS wIn� oisneiunEs � „r.,,.. -- 1101 .6 00 � � WILL BE TOWED AWAY AT � �,,, 1100.68 7 FS C O0 TC NOTES: � N owN�'s EXPENSE. rowEo 94.5 NV FS � � ' 1 . ALL F I T1I NGS BY: DOW\ SPOUT VEHICLES MAY BE RECLAIMED o 0 o NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL) � BUILDING FACE AT APPROPRIATE INFORMATION z � 851 N. HARVARD AVENUE VARIES PER PLAN (Aderesa) MUST 8E INCLUDED ON SIGN p 11 LINDSAY, CA. 93247 OR 8Y TELEPHONING (MINIMUM OF 1" HEIGHT) 30' � � L \ (TVP) (800) 7�-1994 2" OR 3" DIA.-,. (Telephone Number' pp �j \ � 15, r. a, 0 2. REFER TC FINISH GRADING NOTES STRAP -- 15 3. DO NOT CLUE GRATE OR RISER TO PIPE 1 97.55 c < �✓� 1101 .40 137 7 4. GLUE: "IPS WELD-ON" #733 SOLVENT TO RISER DN SPOUT WARNING SIGN DETAIL z T ECR NOT TO SCALE _____ I- \ 1100. 19 1100.38 g FS 1101 57 THRDI6M BDODME�TERFAST SET) FOR ABS PIPE " � FS FS (TVP) TC 3" PVC RISER 1/2 RADIUS � � a � \;1�410 � 5. EACH L01 TO HAVE ROOF DRAIN SYSTEM FINISH GRADE ALENGTH VARIES) o cn 1100.26 1101 .46 2.2% , � 2.0% MIN •• '► . • • • . , . ' .: • . BLUE z ¢ \ FS 2.Oq FS -''-�- � �-- \ '�:•.. : >.,:;.: •,. .:;.. �. . WHITE �� M 21 %yi� ..•;� • � / o EQUALNDS �WHEREOR PSHOWND � /�� REFLECTORIZED SIGN , a � 00 :. RESERVED � � se 2�-►�, ON PLAN 1 .0% MIN • •4 CONSTRUCTED OF Q�-- of �--- FOR PED PORCELAIN STEEL � U N BCR N+ 3" PVC DRAIN PIPE MIHN�DFIN�E $250 WITH BEADED TEXT W W � 1100.92 1101 .4 DRAIN PIPE"' o OR EQUAL a � � FS 3.8� � PER PLAN 3" PVC 459 ELBOW TVP. � 97'71 1100.73 3" PVC DRAIN PIPE (2)SWEEP ACES OR USE ( 1 ) 90° VAN ACCESSIBLE U 16 1099.71 ` INV 1099 89 2.0% 1100.55 �2 1 .0% _ TOP GRATE +- FS GB 4- FS 7 �O (TYP) a Fs 0 o�d SEE PHASE 1 3 DOWN SPOUT TO AREA DRAIN g' (TYP. ) 9 1 CASE I 80" MINIMUM FOR � o � � NOT TO SCALE FREE STANDING N� � �0 9 1101 .41 - I 3 0027T INV FS a , ' � � 6' MAX PATIO FENCE (TVP) $ 00 1100.73 00 1100.91 ° �P� � ��� `��� D D N � TO TOP OF ' WALKING SURFACE _ _ >> (TVP) F� F F�-----� FSS � � 01 .32 �� b�O � 1100. 19 � �-� _ 17 a �� ,���� p '�'. 'a• ' S9 F1761102.37 FINISH OR DISABLED PARKING SPACE SIGNAGE DETAIL \ `0s9 Fs 7 �� � 3.s� ��oo s 1101 . >> 2 --4 / .40 a �.h' �P• Vis$ N��� p P -1101 . / PAD ELE 'TION NOT TO SCALE /� gyp,, � T� FS � �.�- ��°l� � FS �g°I� ,�o ��• � `�'� � � GP 1-�0- .2 GARAGE V 99.4 TG ` � 18 99.8 NV 1 15 1��°�° �� �� 01 .29 T f S ` . ENTRY a . .. O v 098.0 2 ..-- � r '�' / 1 .29 FS �.o � -�, � BUI DING N MBERDISABLED PARKING SPACE SIGN (NP) CONCRETE WHEEL STOPS � A�� INV � •2�g A,, �� �°�,°� 01 .24 C y �o�� � ENTRY ARCHI ECTUR STYLE la 2 IN FRONT OF CURB TO BE INSTALLED CENTERED IN FRONT 9�,,0� �p� a Q, �,,,�,� �.�8� h�,����S�\ �1�� h' 01 .2 F ���P ooh �9ti�� OF PARKING SPACE. 1 .5' � � `�� 5 � may'.,`_ _ _ _.•--- � p��` �P��o�P ���O��o�•�o �, 01 .2 6 p� 1 k'�°'� s � � WARNING SIGN (NP) 2 � � a `�--- 15 � � �' �s� �o� 9 F.00 S �P �, SIDEWALK ��� � c� 2 / a � lot 6 , � a c�, SIDEWALK 2 099. 10 ° a 0 �F ti °lo � `' � ��-� 617 � � CURB FACE � T o Z c, ,y� �' �, p h w �1 h°�° 'S 41 . 18 T SEE PHASE 1 ENTRY • 2 � � �� � F � �, W � � S '1 .36 FS ,L i Q �-� F F O 01 . 17 1 ; . \�. W � 99. 1 TG �0�� ' � tl 0`��F`' ��� ����`L� a °10 � 01 � � \ a 98.2 INV � �.� 00. Q O'�� �� �`l, ,S `L��! C � � D �,� 1099. 1 � - - 5�f � � � ,L4�` � p� � `� 6�0 ��$ ,��; p`�'1x�� � 'ROLLED CURB m ,� TC r' O S C� ��o �,� �^� ,�� SIDEWALK NOT TYPICAL, GUTTER DSTREET � 2'✓��� � �� ° ��`�'�,� SEE PLANV IEW FOR THE �_�_ 4" BLUE PAINTED STRIPE -- �! '� f - PARKING Q � �` ` � ��r� 0�,�� F� �,��0� ,�� S � ���° � .�. LOCATION OF SIDEWALKS. TYPICAL SYMBOL "NO PARKING° IN rp 0'�' �� Q�, �1� ��• ,Lo, S, �. .0-11, 1101 .0 TC-GB TYPICAL LOT GRADING \1' TALL LETTERS a �q p�1 �1 � '\ ��� 5 � NOT TO SCALE 90 PER PLAN MINIMUM ° ���- C 0 !'F � �� �° 1100. X 1100.93 ,o � a � ����' F' v TC BCR p0�� E � � DISABLED PARKING STRIPING AND SIGNAGE F,� �,�� j �o� ��� o�� 0010 �, ,�o � Q `L 00.60 T Rl� FF �' �� O 00. 1 IN � 3 N r r G' � � ` 10+85.23 � CALLE ESTRELLA o ��Lp`1�� FF �'pp �'� =15+55.27 q AVEN I DA ABR I L CONSTRUCT ION NOTES ,a o ,a 20 30 �.� s �, 5 as 2 � o �� �� �� �°dw IQ��° � � „ao.97 FS 1 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT �� � �, r � 61 0 TC/E O GRAPHIC SCALE 'y � 2 INSTALL 4" PVC DRAIN PIPE DOWNSPOUT CONNECTION PER DETAIL 4 CASE 1 � � Q PQ� "S � 2 9�' o 3 CONSTRUCT DO � �' G O � O5 INSTALL TRAP FENCING FOR SLAB/FOOTING DETAILS � ��y �' ��' � � 6' 'r�� .O/ff° �� FQG' 2/ 6 CONSTRUCT 4" A.C. OVER NATIVE SOIL SEE ARCHITECT PLANS �0��'A P �`9cp�� �'0 `ti`�r�' ���`'� \ BUILDING LINE BUILDING LINE � � � o INSTALL 2" X 4" REDWOOD HEADER BUILDING L[NE G f.��, � 5 MIN 4 5 MIN � o O PAINT 4" SOLID WHITE PARKING LANE 2 � �G � �` �O �,� 1 Off° � �p�' VARIES AL�t VARIES � 9� PAINT SOLID BLUE HANDICAP PARKING SYMBOL � MUDS I LL a � '�4 j� /�✓�$�� � �Q-�G � • 1 ' MIN -- 1 � MIN01.1 10 PAINT 4" SOLID BLUE HANDICAP STRIPE � 2' O.C. �1 Z Z � 1 9.g p �e / ?- .� � oo� FINISHED FLOOR � ,� 9g. TG S. (UPPER � 11 INSTALL WHEEL STOPS FINISHED FLOORO�' �,Q�' h � - Z ,., ..... ,. .:• ....,,.,., j..•' N 2 , �' � FINISHED FLOOR '-' MPX '•' ' ' DEEPENED FOOTING (DF) DEPTH �. N � � a � � � �°lo �o�,Q ' � ZO°� 1N •• •�• • •"' '•• cv 12 PAINT SOLID WHITE NO PARKING" 12" MIN LETTERING SHOWN ON GRADING PLANS •;;��.,:•.5:.;•'s•;ti;'"; �"••:,;;; 099.51 �a � ( � �, (LOWER) �+, .. . 2f meq, � 6 /TC r � �,� • '•' �•:: '' AX �': SAND FILL � 13 INSTALL 6" PVC DRAIN PIPE .� �:;� '�' � a 1099.67 X'. M FINISHED GRADE 2�q° MAN PAD ELEVATION BCR CF �� �, p��' P� PAD ELEVATION) SAND FILLJ :`; ;•'. PAD ELEVATION o 14 INSTALL 10" PVC DRAIN PIPE 2� MI 'y' SAND FILL P� P� �' �. � *-•� 2�g Mq �PVC DRAIN PIPE MINX w 15 CONSTRUCT 4' CONCRETE WALKWAY PER CITY OF TEMECULA STD. N0. 401 M�N ��� % 5 (WHERE APPLICABLE) � NOTE: IN NO CASE SHALL A SWALE FL ��� PVC DRAIN PIPE w 16 INSTALL 12" X 12" BROOKS BOX CATCH BASIN I J BE LOWER THAN THE BOTTOM OF THE � �`� (WHERE APPLICABLE) � FOOTING WITHIN 5' OF THE FOOTING � P QF. 0- INSTALL 17 INSTALL DISABLED PARKING SIGN/WARNING SIGN PER DETAIL ON THIS SHEET / DEEPENED FOOTING DEPTH AS SHOWN ON THESE PRECISE GRADING PLANS EXCLUDE THE BUILDING TYPICAL SECTION o 18 INSTALL TRUNCATED DOMES PER ADA REQUIREMENTS SLAB THICKNESS AND TYPICAL FOOTING DEPTH. DIMENSION SHOWN INDICATES ADDITIONAL DEPTH NOT TO SCALE Q TO STANDARD PER ARCHITECT PLANS. FOOTING DEPTHS MAY BE EXTENDED DUE TO STRUCTURAL LD11-016GR j PLANNING ■ DE910N I CONSTRUCTION REQUIREMENTS ' BUILDING AND SAFETY J EXTRA DEPTH FOOTING DETAIL / REVIEWED FOR COMPLIANCE WITH TITLE 24 0/ DISABLED ACCE_ REQUIREMENTS ONLY z 40810 COUMY CENTER DRNE NOT TO SCALE � � TEMECULA,CALIFORNIA 92591-8022 C O N S U LTI N O 951.878.8042 • FAX 661.8787240 • wwwRBF.com APPROVED BY: � � � L� o - NAME DATE Q U CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED 8Y DRAWN BY CHECKED BY CI -FY O f TEMECU �A HEET N0. �SCALE QROFESS/0DEPARTMENT OF PUBLIC WORKS N T-32-81 RESET 1987, A 2 1�2" DISK ��� A. � '9!� M. DOTY M. DOTY M. DOTY Q � IN CONCRETE WALK NEAR THE HORIZONTAL �4' �j� 2� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: �i�il ��,� _ D,�TE: I L�fi�. o CONTRACTOR INTERSECTION OF FRONT STREET AND � �; m ,�-� ° P � PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THE ,�, � , � - / INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED � No. 73744 x' � � °:A<�- ` TRACT 23992 L 2 �- MURRIETA CREEK ON THE NORTHWEST * �f „�-�' DATE: ��� ZO�� ACCEPTED BY: � � D,�TE: 1 � (I � > >.., � °A q Q CORNER OF BRIDGE. VERTICAL �P / RE BUTLER �,o , ':'�.:: :.::.:��' MODELS 0- N/A DATE COMPLETED N f q gTFOF CpL\F��� RACKEA A.7D044 DIRECTOR OF PUBLIC WORKS/C I"Y ENGINEER '''� ;sa��ova° PA1 1 - 00 31 - BUILDINGS 58 BC cJ g OF 2 SHEETS � ELEVATION = 1007.337' R.C.E. 47109 s