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1 •WATER AND SEWER NOTES GRADING NOTES GENERAL NOTES
GENERAL NOTES (RANCHO CALIFORNIA WATER DISTRICT)I )
1. ALL. GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,
A. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH THE DISTRICT'S STANDARD ORDINANCE 457. AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY
SPECIFICATIONS AND STANDARD DRAWINGS FOR WATER AND SANITARY SEWER FACILITIES (DATED MARCH i, 1990 OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
OR LATEST REVISION) . THE SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE FROM THE DISTRICT. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SHALL BE 1%. � DRAINAGE SWALES SHALL BE
CONTRACTOR SHALL BE IN POSSESSION OF DISTRICTS SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIUM OF 2 FROM THE TOP OF CUT OR (909 ) 694-- 6411
SITE AT ALL TIMES. FILL SLOPES.
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY OF TEMECULA 0S
B. ALL PERMITS REQUIRED BY LAW SHALL BE AQUIRED BY THE APPLICANT OR THEIR CONTRACTOR. 3. MAXIMUM CUT AND FILL SLOPE 2: i STANDARD NOS. 403--405.
C. ALL CONSTRUCTION! SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. 4. PROVIDE 5' WIDE BY i' HIGH BERM OR EQUILAVENT ALONG THE TOP OF ALL FILL SLOPES OVER 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT
5 HIGH. IMPROVEMENTS STANDARDS AND SPECIFICATIONS, DATED NOVEMBEA 1991, AND SUBSEQUENT AMENDMENTS.
D. APPROVAL BY RCWD IMPLIES NO PERMISSION OTHER THAN THAT WITHIN THE DISTRICT'S JURISDICTION. ENGINEER SHALL SUBMIT TO'. THE CITY OF TEMECULA'S ENGINEERING CIVIL
REQUIREMENTS OF RCWD SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHEN RCWD 5' A REGISTERED 4. IT SHALL BE THE AESPQNSIBILTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL
REQUIREMENTS ARE GREATER. DEPARTMENT WRITTEN CERTIFICATION OF ,COMPLETION OF ROUGH GRADING IN ACCORANCE WITH THE STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461
APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL (TRACTS AND PARCEL. MAPS ONLY) .
E. CONTRACTOR SHALL NOTIFY RCWD'S CONTRACTS MANAGER A MINIMUM OF ONE WEEK PRIOR TO STARTING BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES.
CONSTRUCTION. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
6. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q. STORM FLOWS, ALONG TOP OF CUT SLOPES. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR
F. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYS-rEM SHUTDOWN FOR CONNECTIONS TO ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS
EXISTING 5't5TEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. OF DEDICATION FOR PUBLIC USE.
SHUTDOWN TO *THE RCWD CONTRACTS MANAGER.
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TEMPORARY SOILS 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING 'THE
G. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF INVESTIGATION BY SOIL TECH. INC. DATED JANUARY li, 1994. TWO SETS OF THE FINAL COMPACTION STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER WATER,
THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES. REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ELECTRIC, GAS AND DRAINAGE.
DESIGN RECOMMENDATIONS AND CERTIFIATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH
H. CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY ROAD DEPARTMENT, CITY OF TEMECULA, OR THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING
CITY OF MURRIETA JURISDICTION IN ACCORDANCE WITH ALL OF SAID DEPARTMENT OR CITY TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD.
INCLUDING TRAFFIC CONTROL, PAVEMENT REMOVAL, TEMPORARY PAVEMENT PLACEMENT, PERMANENT PAVEMENT . THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE
PLACEMENT (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC STRIPPING. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED 8. IT SHALL BE THE RESPONSIBILTY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694--6411. DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK
10 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPED EQUAL TO OR PERFORMED WITHIN THE STATE RIGHT-OF--WAY.
GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (4) BE TAKEN AFTER
PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD
PIPELINE AND APPURTENANCES PRIOR TO THE APPROVAL OF FINAL INSPECTION. NO. 401 IF EXSPANSIVE SOILS ARE ENCOUNTERED. N INSERT "SHALL" FOR TRACTS AND
t T PLACED EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEE PARCEL MAPS OR "MAY'' FOR PERMIT CASES.)
NO FILL SHALL BE L D ON05,
A. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED MINIMUM
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS
�I N
DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS. IN 12. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, FOLLOWING PLACE!
ADDITION, ALL VALVES, PIPING, AND PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED AT A RATE APPURTENANCES SHALL BE TESTED AT A PRESSURE OF 10% OVER SAID MINIMUM DESIGN PRESSURE VALVES KEYED, AND BENCHED INRO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL. CONFORM TO SECTIONS 37,39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
SHALL BE CAPABLE OF WITHSTANDING SAID TEST PRESSURE IN A CLOSED POSITION. APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
B. ALL MATERIALS, TESTING, AND INSPECTION OF PIPE SHALL BE IN COMFORMITY WITH THE REQUIREMENTS t3 . DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE It. PRIME COST REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT.
RANCHO CALIFORNIA WATER DISTRICT, RIVERSIDE COUNTY, CITY OF TEMECULA, AND THE AMERICAN WATER STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PQNDING WATER AND i2, INSTAL
L STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO. 460.53.
WORKS ASSOCIATION STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES DAMAGE TO ADJACENT PROPERTIES.
SHALL BE CAUSE FOR REJECTION.
14. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN.
C. PIPE SHALL BE IN ACCORDANCE WITH RCWD SPECIFICATIONS AND STANDARDS (PROVIDE PIPE DIAMETER FOR PVC PIPE, PROVIDE AWWA C900 OR AWWA C905 AND PIPE CLASS FOR CML & 14. A C STEEL PIPE, PROVIDE 15 , ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, S DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM
MINIMUM GA FOR STEEL CYLINDER) . ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTTNG
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTUAL STANDARDS
D. VALVES 12" AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES IN ACCORDANCE WITH RCWD STANDARD
FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
DRAWING NOS. RW-30 AND RW-31 UNLESS OTHERWISE SPECIFIED. VALVES i6" AND LARGER SHALL BE AN 16 . STABILITY CALCULATIONS WITH A FACTOR OF A LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE 15. ONLY
BUTTERFLY VALVES UNLESS OTHERWISE SPECIFIED. SUBMITTED BY A SOILS ENGINEER To THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN
PARKWAYS ON LOCAL RESIDENTIAL. STREETS WITHOUT 5EPERATE LANDSCAPE PLANS. ALL
E. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING
OVER 30' IN VERTICAL HEIGHT. OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL. LANDSCAPING ON ALL OTHER STREETS
SHALL REQUIRE NO. (AW�-9, RW--10, OR RW--11) . 17 , A REGI5ITERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS, I E SEPERATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM
TO RIVERSIDE COUNTY STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS"
F. ALL SERVICE CONNECTIONS SHALL BE COPPER SERVICES BY METERS AS NOTED ON THE DRAWINGS. WHERE SPECIFIC ELEVATION ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LE DATED JANUARY 1989.
ALL SERVICES SHALL BE LOCATED AS SHOWN ON THE DRAWINGS ADJUSTED RCWD - I SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,
INSPECTION TO MISS THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90� icy THE DEVELOPER
E ELOPER SHALL INSTALL
DRIVEWAYS AND OTHER IMPROVEMENTS. SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD ALL REQUIRED
DRAWING NO. (RW-13, RW--14, RW-15, RW-16, RW-17, OR AW 17a) . 18 . EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CABLE TV FACILITIES.
CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT , IN 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT
ALL NON--RESIDENTIAL METERS SHALL BE INSTALLED WITH A DISTRICT APPROVED BACKFLOW DEVICE. ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION AND N HIS
I ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS
THEROF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON CENTER: DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
G. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING NO. (RW-22 AND RW--25 COMBINATIONS, 15 ON CENTERS. SLOPES OVER 40 IN VERTICAL HEIGHT SHALL HAVE PERMANENT
FOR PVC PIPE, AND RW-28, AW-29, AND AW-j32 THROUGH RW-36 FOR WELDED STEEL PIPE) . IRRIGATION SYSTEMS WITH BACKFLGW PREVENTION DEVICES PER U.P.C. CHAPTER 10.A. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL,
Z. THRUST BLOCKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW-26. NOTE: ADD ALL GRADING NOTES TO GENERAL NOTES WHEN GRADING IS
19 FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS NOT LESS THAN i/4'' PER FOOT FOR A MINIMUM OF 3 FEET. SHOWN ON STREET IMPROVEMENT PLANS.
20 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. i8. ASSESSOR'S PARCEL NO. 911-00-034
3. UTILITIES 21 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT
OF ANY CONSTRUCTION/GRADING.
PAVING NOTES
A. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE 22 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND
ALERT (1-800--422-4133) AND NON-MEMBER COMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 1. MINIMUM PARKING LOT GRADE SHALL 8E ONE (1,0) PERCEN-r.
THE LOCATIONS) OF THEIR SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHOULD
INCLUDING VAULTS, MAIN CONDUCTORS OR CONDUITS, AND SERVICE CONNECTIONS. BE PROMPTLY SUBMITTED: TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0,35 PERCENT.
B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXISTING WATERLINES AT PROPOSED CONNECTIONS AND AND 23 . TOPO BY: AERG TECH SURVEY, INC. DATED* DECEMBER 7, 1993. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO
CROSSINGS AND VERIFY ELEVATIONS, PLACEMENT OF PAVING.- LOCATIONS, AND SIZE OF EXISTING FACILITIES. ,
24. ALL GRADING .SHALL BE DONE UNDE9 THE SUPERVISION 4F A COMPETENT SOILS ENGINEER WHO � 4, ASPHALTIC EMULSION (FOG
G. CONTRACTOR SHALL NOT INTERUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY FROM THE UTILTY. SHALL CERTIFY THAT ALL DILL HAS BEEN PROP RLY PLACED AND W HO SHALL 5U BMI T A FINAL SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS
WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (:INCLUDING DISTRICT COMPACTION REPORT FOR ALL FILLS OVE R i' DEEP. FOLLOWING PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED AT A RATE
OWNED UTILITIES) . CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION. OF 0.05 GALLONS PER SQUARE YARD, ASPHALT" EMULSION SHALL CONFORM TO SECTIONS 37, �
39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
D. WHENEVER A WATERLINE ENCOUNTERS A STORM DRAIN PIPE OR OTHER OBSTRUCTION AND CROSSING WILL
5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF
RESULT IN LESS THAN 42" OF COVER OVER THE TOP OF THE WATER, THE WATERLINE SHALL CROSS UNDER THE
CONSTRUCTIONNOTES AND QUANTITYPUBLIC WORKS FOR AN ENCROACHMENT ENT PERM RIGHT-OF-WAY.
OBSTRUCTION WITH A MINIMUM CLEARANCE OF 12" .
IT FOR ALL WORK WITHIN THE CITY RIGHT OF WAY.
(FEE PUR-POSES ONLY) 6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS 'ONE
INSPECTION AT THE TIME THE BASE IS PLACED AND THE SECOND WHEN THE A.C. HAS BEEN PLACED,
4. CONSTRUCTION DRAWINGS
1. INSTALL * 3,5 A.C. OVER * 911 A.B. (CLASS II) PER GEOTECHNICAL 212,033 SF. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND
RECOMMENDATIONS BY SOILS TECH INC. , DATED JANUARY 11, 1994 RELOCATION AND COSTS OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS
A. MINIMUM PIPE COVER SHALL. BE 42" FROM FINISHED GROUND SURFACE.
! PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-64116
2-B. WATER SYSTEM PROFILE ELEVATIONS ARE TO FLOW LINE OF PIPE. CONSTRUCT TYPE "A--6" CURB AND GUTTER (6" C.F. ) PER STANDARD NO, 200 1,034 LF. 8. A COMPACTION REPORT BY A SOI
LS ENGINEER SHALL CERTIFY 93 PERCENT COMPACTION OF BASE 3 CONSTRUCT` TYPE "D" CURB (6" C.F. ) PER STANDARD NO. 204 515 LF• PRIOR TO CALL FOR SECOND INSPECTION A ND A PLACEMENT OF ASPHALT PAVING.
C. STATIONING FOR PIPELINE AS SHOWN ON PLAN PORTION OF DRAWINGS I5 PERPENDICULAR TO CENTERLINE OF 9. COMPACTION TEST OBSERVATION OF SU G B RADE OR BASE ROCK GRADE SHALL BE COORDINATED
RIGHT--OF- WAY. 4 CONSTRUCT P.C.C. SIDEWALK PER STANDARD NO. 400 & 401 (W-61) (REFER TO 61726 SF. BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE
LANDSCAPE PLANS) INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING.
D. SEPARATION BETWEEN SEWER AND WATER SMALL CONFORM TO RIVERSIDE COUNTY STANDARD NO. 817 AND RCWD
STANDARD DRAWING 5- 3. 5, CONSTRUCT CROSS GUTTER AND SPANDRAL PER STANDARD NO* 209B AND 209C (W- 600 SF•
10)
5. CONSTRUCTION TOLERANCES 6 CONSTRUCT ACCESS RAMP PER A.D.A. STANDARDS AND CITY STANDARD NO, 403 1 EA. NOTICE . .TO CONTRACTOR
7. CONSTRUCT 6" A.C. DIKE PER STANDARD NO. 211 950 LF.
PIPELINES SHALLBE CONSTRUCTED So THAT ACTUAL FLOW LIME ELEVATIONS ARE WITHIN 0. 1 FOOT OF DESIGN THE EXISTANCE, HORIZONTAL AND VERTICAL LOCATIONS OF ANY UNDERGROUND UTILITY PIPES OR g. INSTALL STREET MAR STRUCTURES SHOWN MARKER WITH STOP SIGN PER STANDARD NO. 407. 1 EA. ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE
FLOW LINE ELEVATIONS. PIPELINE, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE, BEST OF OUR KNOWLEDGE,
CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS. PIPELINES SHALL BE CONSTRUCTED SO THAT NO LEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.
ACTUAL PIPELINE CENTERLINES ARE WITHIN 0. 1 FOOT OF DESIGN PIPELINE CENTERLINES. 9 APPLY ASPHALTIC EMULSION (PAINT BINDER & FOG SEAM,) , 212,033 SF, THE CONTRACTOR
R CTOA IS REQUIRED TO TAKE DUE PAECAUTIMARY MEASURES TO PROTECT UTILITY LINES
PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE SPECIFIED to INSTALL 24" R.C.P. (CLASS IV) 190. LF, SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LOCATIONS OF UTILITIES
-TOLERANCES. CONTRACTOR SMALL ASSIST DISTRICT AS REQUIRED TO CONFIRM COMPLIANCE WITH CONSTRUCTION
SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.
-TOLERANCES. CONTRACTOR SHALL. MAKE OR ASSIST IN MAKING ALL NECESSARY MEASUREMENTS AS DETERMINED BY 11 INSTALL 30" R.C.P. (CLASS IV) 7 LF• CALL UNDERGROUND - � -.
DISTRICT.
E ROUND SERVICE ALERT (USA) i 800 422 4133 AT LEAST 48 HOURS PRIOR TO EXCAVATION,
12 INSTALL 36" R.C.P. (CLASS IV) 54 LF. THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMING BOND
AMOUNTS AND/OA FEES AND IS NOT TO BE USED FOR BID PURPOSES.
13 INSTALL CATCH BASIN NO, 1 PER R.C.F.C. & W.C.D. STANDARD NO, CB100 2 EA.
l4 CONSTRUCT COMBINATION INLET CATCH BASIN PER RIV, CO. STANDARD NO, 311 1 EA. '
C (CASE AS NOTED) .
BENCFIMAHI< DESRIPTION
e CONSTRUCT GUTTER DEPRESSION PER RIV• CO. STANDARD NO. 302, 3 EA,
APPROXIMATE EARTFIWORK ESTIMATE
ELEVATION: 1091.074 DATE 9-13-82 16 INSTALL CATCH BASIN INTERCEPTOR (JENSEN #J.P,H.V. 8000 OR EQUAL) . 1 EA,
RIVESIDE COUNTY DESIGNATIONS: T--46-r81 ON 2--1/2" BRASS DISK IN CONCRETE WALL FROM THE 17 IMPORTED BORROW 26,354 CY, CUT= 0 CU. YDS. FILL= 26, 354 CV. YDS. '
INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET--
JEFFERSON AVE. TO THE INTERSECTION OF JEFFERSON AVE, AND WINCHESTER ROAD (HWY. -- 79) 18 DITCH OR CHANNEL EXCAVATION 1,280 CY, THE ABOVE QUANTITIES 00 NOT REFLECT ANY SHRINKAGE, SWELLING SUBSIDENCE OVER
0 A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS CREEK FORK. IN,THE S/E EXCAVATION 0R ANY SPECIAL CONDITIONS THAT MAY B SPE
CIFIED ECIFIED IN THE PRELIMINARY SOILS REPORT AND
WING WALL, 6 S/E OF CORNER OF BRIDGE ABUTMENT 3 E. OF STEEL GUARDRAIL, 19 N. OF ASPHALTIC CONCRETE * THICKNESS -- 3.5" 4 577 TON ARE FOR REFERENCE AND FEE PURPOSES TELEPHONE SERVICE BOX. ( ) S 0 ES ONLY. SINCE -rHE ENGINEER CANNOT CONTROL THg EXACT METHOD
OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE ENGINBER GUARANTEE
Underground Service Alert AGGREGATE BASE (CLASS II) (* THICKNESS - 9") 159,025 CY, THE EXACT SOIL CONDITION OVER THE ENTIRE SITE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL
EARrHWQRK. QUANTITIES FOR BIDDING, CONTRACT, AND CONSTRUCTION PURPOSES. IF IT APPEARS THERE
SOILS EN GIN EER� PREPARED FOR PREPARED BY
CONCRETE PAVING (* THICKNESS -- 6") 137 CY, WILL BE AN EXCESS OR SHORTAGE OF MATERIAL, THE CONTRACTOR MAY NOTIFY THE ENGINEER TO DETERMINE
• �
IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE SAID MATERIAL EXCESS 0R SHORTAGE,
* TO BE VERIFIED AT THE CONCLUSION OF GRADING� Call: TOLL FREE .
SOIL TECH. INC. TEMEGULA► UNIFIED SCHOOL DISTRICT ALBERT A. WEBB ASSOCIATES '
41607 ENTERPRISE CIRCLE NORTH 31350 RANCHO VISTA ROAD 3788 MC CRAY STREET
1 8 TEMECULA, CA 92390 TEMECULA , CA 92392 RIVERSIDE, CA 92506 ,.
422m4133 PHONE: (909 ) 676 2745 PHONE _ (909) 695-- 7340 PHONE , (909) 6 0 6-- 1070 LEGAL DESCRIPTION,
PROJECT NUMBER : 3993- G H THOSE PORTIONS OF LOTS 142 AND 163 OF THE TEMECULA LAND AND WATER CO. AS SHOWN BY MAP
ON FILE IN BOOK 8 OF MAPS, AT PAGE 359 THEREOF, RECORDS OF SAN DIEGO COUNTY CALIFORNIA
TWO WORKING TOWNSHIP 7 SOUTH RANGE 3 WEST, SECTION 25 SAN BERNAADIN4 BASE AND MEAIDjAN,DAYS BEFORE YOU DIG �.:
CONSTRUC: rION RECORD DATE BY REVISIONS ACC'D BENCH MARK S "�� Desl ned B Drawn B Checked
SCALE 9 y y e By
Boom � _ -_-_ _____ G - RECOMMENDEDc�`1� Drawing No,
� BYz w�.� � _ � DA"rE_
DEPARTMENT OF PUBLIC WORKS
Contrac for�_ _ _
Florizontat �..- Plans Prp ar Under Su a
erwfsion Of
00.
ACCEPTED B Y TEMECULA
Ins ector _ = 2 0 DArE` VALLEY UNIFIED ,SIQHOOL D
Date-t E' ..��-SEE ABOVE _ _ _�.._.__ __ _� r _ . PRINCIP L ENGINEER, FOR CITY ENGINEER ; MAINTENANCE OPERATIONSVertical ��- . . TRANSPoRTxnON FACILITY
Date C eted.�...� CIVIC. RAYMOIVD A.CASEY
SITE GRADING-AN4 UTILITY PLAN ..
4773 - 41880Expires3-31~ 96
CrP��' R,C.E. Nv. C � Expires 12 31 9� R.C.E. No. _._..
K PA 93 °~ 0157 Sheet I of 8
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EROSION CONTROL .
i. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS. DURING THE RAINY SEASON FROM
OCT08ER 15TH TO APRIL 15TH. APPROVED PLANS ARE fiEOUIREO FOR ALL ROUGH GRADING.
2, IN CASE OF EMERGENCY, CALL TEMECULA UNIFIED SCHOOL DISTRICT
OF 31380 RANCHO VISTA ROAD
TEMECULA , CA 92392
AT PHONE:- (909) 698— 7340
3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS
IN ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED) .
VntvE'(Patfm-
�,uE,��,�;�) � 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT.
5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT APPROVAL. OF THE CITY ENGINEER.
�: 'waFE�t CN c.0 va�v6 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY
q u/.�,tv -- WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40X.
6Av.
15 N'COLAs 4� V. P 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL 8E REMOVED FROM CHECK 8ERM3, SILT FENCES,
AND DESTL'iING BASINS ETC.
�`rc+ PROJECT z �"Q a'�'6W 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
� �aJ _c� �r-�nvr Gx.cr' CONCLUSION OF SACK WORKING DAY.
SITE �-`�'i �.
9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
?a PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.
\ { q ECTIO�`I 10. DESYLTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE
COMPLETE PER ROUGH GRADING PLANS.
Q POST INDICATOR/FIRS DEPT. CONNECTION TAIL it. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS 70 THIS PLAN A3
DEEMED NECESSARY.
12. INFORMATION ON THIS PLAN I5 FOR EROSION CONTROL ONLY. ALL OTHER NFORMATTON IS
SUBJECT TO CHANGE.
VICINITY MAP 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT
- --- PLANTING.
N7S
14. AREAS SHALL 8E MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL
TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES).
15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN
INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT
DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED 70 CARRY SURFACE WATER 70 "SHE
NEAREST PRACTICAL STREET, STORM GRAIN OR NATURAL WATER COURSE.
16. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCTHEH A MANNER THAT STOSTEMRM RUNOFF WILVESL 8E
�� CIA PN� CONTAI RUNOFFNAREgTTNSTORM�HUNOFFCFROM ONECHANAREA�SHALL N07 BE INTO �ALLOWEO DRAIN
TOYDIVEATHTOHANOTHER THE
OOD CQN.......... 11110 �9 � RUNOFF AREA.
. CONFORMANCE WITH THE
REMENTS OF THESE PLANS SHALL IN NO
RELIEVE
� A EROION
�ER�v i7 CONTFOLFROM HISSIALL.�CONSISTROFSRESPNIBILITIEI8U7TNOT LIMITEDHIS SITE AN�70�JCONSTRUCTING7SUCHACENT PROPERIES.YFACILIT2ESTEMPORARYH ANDS
TAKTNGOp
O� SRN? SUCH MEASURES AS ARE NECESSARY TO PREVEN1,, CONTROL AND ABATE WATER, MUD AND EROSION
DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
18. SLOPES CONSTRUCTED PfiIOR TO OCT08ER iS7 SHALL 8E TREATED FOR EROSION CONTROLL
� TO OCTOBER 15TH. SLOPES, CONSTRUCTED AFTER OCTOBEFi iS1 SHALL BE TREATED FOR EROSION
CONTROL A5 THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS
� MEASURED VERTICALLY.
v�
0. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR
TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMNATE EROSION AND THE
SYLTA'lION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE,
BUT SHALL NOT 9E LIMITED 70: TEMPORARY DOWNDRAINS, DITHER IN THE FORM OF PIPES OR PAVED
/ DITCHES WITH PROTECTED OUiFALL AREAS; GRADED BERMS AROUND AREAS 70 ELIMINATE EROSION ,
OF FILL SLOPES BY SURFACE RUNOFF; CONFINED PONOtNG AREAS TO DESILT RUNOFF; TEMPORARY
1 CHECK DAMS IN TOE OF SLOPE DITCHES TO DESTL'T RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND
INLETS WHICH HAVE NOT BEEN 8Fi0UGNT UP TO GRADE: AND EARTH GERMS AND APPROPRIATE GRADING
� g TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND
MAINTAINED ON THOSE SILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS.
20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONSTRUCTED PRIOR TO
EXCEEDING 12 FEET OF CUT MEASURED VERTICALLY.
1-• Fj OF 8 1�`G�� 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING.
,J��E S '� �, EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND
� GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD
_ FROM OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT, SHALL NOT BE LIMITED 70:
GRADED DITCHES, BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED 70 PRESERVE
VEGETATION BEYOND LIMITS OF GRADING.
22. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
b REQUIRED PLAN REVI8ION3 SHALL 8E PROMPTLY SUBMITTED 70 THE CITY- ENGINEER FOR APPROVAL.,
1
Ro Ao LEGEND
_ Y�NCN TC TOP FL FLONOLINEfle ••• SERER LINE .WATER LINE RIVERSIDE COUNTY
FF FINISH FLOOR •••• STORM oAaiN FTR&�___Q PART MENT
FS FINISH SURFACE 10n PROPOSED CONTOUR
LOCATION MAP Fa FINISH GRADE 1078—— EXISTING CONTOUR .
CO. CLEAN OUT T—�T 2: 1 SLOPE
' S.C. SEWER-CONTAMINATED. NC RTIF'Y`-TkiArIRE DESIGN OF'THE WAFER SYSTEM 13 1N
INV. INVERT ELEVATION APPROVED 9Y ACCORDANCE WI7H�T ICE REQUIREMENTS PRESCRIBED BY THE
G.B. GRADS BREAK RIVERSIDE COUNTY FIRE-0 PAR?MENT.
S� STORM DRAl1J '
H ? 14161 ?Olrt-(' � DA- ✓r DATE
Underground Service Alert
<<3► `' Call: TOLL FREE
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� 422o*4133
TWO WORKING DAYS BEFORE YOU DIG
92-96
c�ris rRuc r lnr� kE CCIRD DATE BY REVISIONS ACC'A BENCH MARK S Designed By Drawn By Checked By ' ��
SCALE --------- — - -- -- ---- ----- ------- -- _ °L'61�_ CITY [IF TEMECULA DEPARTMENT [IF PUBLIC WORKS
Drawing No,
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Contractor._ ._.____..___._.__... __._.__.___ Horizontal � � Plops Prepare Under Supervision OF00
------- ---
---- --- ---------- ---- -- --- --- � ACCEPTED HY, _ ���'�.— DATES 8�i���� .. .,;{. � , TEMECULA VALLEY UNIFIED SCHOOL DISTRICT
Inspector _ ___.___._____._.._____._____ SEE SHEET NO . I � ----.-� -----� --------- Da to __6-_26- 93 _ _ PRINCI AL ENGINEER, FOR CITY ENGINEER � ;, �i���; .; MAINTENANCE OPERATIONS TRANSPORTATION FACILITY
---- --------- ---------------- ------
__-- Vertical _ ��r CIVIC. AQ�� � FtAYMOND A. CASEY ' � ,� ., SITE GRADING AND UTILITY PLAN
DateCorp�etee._._... -------�� F ��F — - 41880 3-31-96 E�2� OF 8
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_ _�_______ t TEMECULA VALLEY UNIFIED SCHOOL DISTRICT
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422"4133
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Urawlnc No•
D� rE_: � I� _� __
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(,ontrn(.tor _-- -_-- Horizon t41
F i c�n F r F a r CI r Super- i o n [IF
Inspec tor ONO _ ____� �_ I)A rEF _ 1 TEMECULA VALLEY
UNIFIED SCHOOL DI STRICT
____ ._.. _ ,___ _-_._ _ . __ •_ -_.._ _. _ ___ - L � t E C CITY ENGINEER �/�
-. �--__-_.__ _ _ ..._ _.• _ _..__.___Y - _ , r •: ; `-�� NANCE OPER
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_ __ •_____ ___ _ ___ _ _ _____ _ __.___ ______ ___ _ __M Date Coeoeted
SITE GRADING AND UTILITY PLAN
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Date
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I PIPE (12 CA. MIN.) �CA eupnt P.v.c.-aT.�Fu� � R.w. N0. DESCRIPTIOtJ
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CUST A VALVIE A jAA UNDERWRITER 3 R EG U L A T 10 N S. I AII3.D�Od•AIL.E DE T E CTOA 0 45 CX VALVE A S3• 1 t�
;., 498 2 G.Y X G-T: Y FLG. C.I. TEE CIA TAPPf4 SACCU
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2' 4 P.V Q(C-900,CL ISU MIN) AS REq
1tEINa INSTAL-LED.
1
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F 3-PIECE VAULT COVER(TRAFFIC OR PARKWAY) 1
t - I • S 1�042 8 1.lAN tg RgSTA CTED.® E CCNCRETE UTILITY 3OX (SIZE DETERMINED 8Y
s i wit SIZE OF DOU&I 01ECX ASS'1
_�..... �. -..._ SEE R -24 ('Olt TNAWil IUCX 13ETAJLa.L_ ] fY*�11 !t"='!N A •w�� Iais 4. ${�*E H TAM K ALI. B+OIT S.CAD WIELDS AND IZfLXl wAAP wmi I I►•+Il.. y 180 LONG F LG'p. CA 3? IRON NIPPLE
1
1 . . I�TER BOX(�4 0 S)FILLED - W W LO N G C.I.CO U P G 14 a i
1' • ., WITH 3/40.10 GRAVEL r3. CUY S"METER READ HOLE IN ALL COVE" OVER WTEA REGISTERS. 3Ft D NIPPLE
1
12 0 S 9 Y 'VALVES W I T14 i! MD CNAAJ N ,p�
rHRuS T BLotx ' • : .
Q REFER TO A'W-21 IF MAIN LANE IS U.(EH 90 IFT VIEa 13 I!Y-PASS A+II[J'1 Ri<G1STEA TD AC AO IN CUOIC fEETLE
p AS PER R W-2s 0•P.Y.C.J ,SLFP(W AS M A'W•23
l ALL tlt3 TALI.AT1)1tS 3}iALI Of. AbtyYE GAOUFa 10. PiP1I4 MAT E Ri A.L. SHALL BE RED S AA 3 3 Olt "L• H A aD 7CH3 PIECE COVERS. 411 CJaLE Ct71/ER S1~1)L.JLD K REI Nf+OiA�D TO t�E'r'EHT
CCWKER, Pi 4 Na INSTALLATION SxAL L SSE PER "AEXT f H3 9U Cx LI NG
GIB ME S. `HEDGE YALYY 2 TO L�CXfLCJhM WATIA�HTl'01�1R AS �s SMALL 8E AS CLOSE UiNlfOftM P1111�18 C
f. IL ALL WXTS Oyt s 007 MX MEIN RED TO HAW A =5 L.AMERS
AMC-F LR3.X G.T_ PR O F I m 11. T>a of S T R ICT AuvwS ALT t RUAT E MATERIALS TO et USED ON 9 04-e C STEEL tom! TO BE tip ON ALL VIE RJ ICAL- RI UE S WI TH T}K41
Am 3. THE UtAFLOW PTtEYEXTION 0E11" SHALL 8E SELECTED CUS104AR OWNEO R.P•'S. ACRICULTURAL SERVICES WITH RP, BLOC" INSTALL.LD AT C0W4j SICK ELBUW MO AT "NLINE• PEA F(W•11A
FILL WITH CONCRETE FRom tue AppftoVeo LLYCr UST ON FILE WITH Tht DISTRICT. CvICES.IN W.A-TRAFFIC AAZAS,UAY USE SO ERULE 60 PVC_ 10 AP'PROVED OOLOLE DCTECTOR t�HECt VALVE ASSEURY 3NALL 84 aAsKE TS, NUTS, AND BOLTS AS REQ.
PIPING MAT E R I AL.S W I T H PR I aR APPRUVAL CF TVt OI ST A I C T. LOCATED AS CWU A3 PAACT� To TIME USER'S C0k#4ECTX)N Aho SEE Aw-3 FOR BURIED VALVE WAN T I T 1 E S
' 1 no CDNt�EG'T ION IZ SI'IALl. St Id ADE IM�`T1Ii/E EH TNIL WAY�'t S�AL INSTALL ED BELOW GACU,0.NA MAF"A WIr (T IS ACADICY
4• W A T MET[A AHD TtiE drL�CX FLOW DE YiCE.. 1.BE
`����114�%•• ACCE S SALE FOR TEST 1`4 AND ILLAPITA II`W CE.BELLOW CAOIX ID D0kA3L E
• 304.40 PIPE M1N. 1. AEIrEA TO AW-1,"APi~W1trXA14CE LOCATIONS 3 S TYPE Of IIACXFl-0''W P'ftV 1MN 0"CE SHALL K ��{ t}'• DETECTOA C�Ct VALVE ASSEIeLES SHALL 8E 1N4 A VAULT.(
w PEA 1 N T 0#10�E Y[LLDMI NOT!S 31~ 'do
nAsED oat THE oEolsEt of 1tAxA MATERIALS C 31495 ' VAULT
SIZE 3NE
., � `• + 2. F i A t H'/DIU1 N T3 TO BE PAINTED Ctt�[ YEL1A'MM.t +) •�rr J/•sill/" (1 N 310E 041011 IH INCHES) C OY�� 13 l APPROPtATE TlSY C4Cxs ALL bE W PLACE AT ALL �
�- , dtt c a 3 GUAPQ POSTS WT AfawftfD WH[A3; FIRE HYDRANT'S TIWES. 4�J RACXFLOW PREVENTIOat 0EVICE �r/atr. +r• 0C SIZE LENGTH WIDTH HCIGHT �j 11. VALVE REQUIRED F 00#AeST)C URVICE tS TAKEN FROU LATERAL
• e - AXE L4CAT[D IIEHINO SI wAlxS (: E r Ir-I) T. 00TR1CT STALL HAVE ACCESS TO ""FLOW P�RVANT10�M � � mac w
INCHES INCHES INCHES INCH INCNE.3 01CiiES OA IF VALVE AT(MAIN COttjEC11C"13 040T EASL.Y ACCESSED.
JV
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ti t*ripV Lot .��� 4. LJ AG9 OUTII tT To K l pfy o Tt?tAMVtt:7e3 THE 3T»EE`r apart d£Y}C( AT ALL TIMES. � 4 f• s•4 33 4 T S a S] 26.5 3 12. BY•PASS L*TEA TO RE A0 N CUE�C FEET OILY
11,CA 4 e A1I VVt51 D9 OOLK"F I AK �`1� C� M NA MA 3.4♦ t:J l/H1ON (TH READS D UN" RECOMMENDED FOR
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1 A E Y E.A TO STANDARD 0 AW IN" f OR IIN 3TALI.ATIOM OF NUbPL E" VAA I E S IN L E N G T H
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�• s�A►/#/4i&W SECTION 'P-e
I AP
CTI N A-A
Underground Service Alert
CONCRidre SHALL .e£ CLASS "A" pCc.
County of Riv•r>sid•
Call: TOLL FREE com&NArloN INLEr
1
( CATCH BASIN No.1 ,8800
,
(III V
422n4133 8-2 4- 71
9- 68 STANDARD' NO. SO2
TWO WOFIKING DAYS BEFORE YOU DIG
. 92CIL
96
.T r A r Y RE��ISIMS ACCT BENCH MARK S � •�� � 1)es� neck B Drawn 3 Checked
LC]NSrRuc. IO J RF-C IRD D E H y Iy �.h cke�I I3y
SCALE U .µ-_. _. _ _ �.__ -- _-.� __ . . __- __-. _V__-�-_-__.__ _ __. _.__ ___- __--_ -
" � � Drawing No.
REC0MMF=NDF D BY. __ _� __ _ __.. DAr[_t _ DEPAR-TMENT PUBLIC UBLIC WL7RKS
� � -
Fior•ILon tat � _ _�
- f �an� F re��r_ Ur�c�er Supervision [if -
,,
Ace E rED BY, ______ _�_ __...___ _ ______ DA rE TEMECUL A VALLEY UNIFIEDInspector._ _ _ _--...__..-._ _._ ___._.-__.._ I •z0 �� _ SCHOOL DISTRICT
6--26-93
____ __ . _ . ..__ _ _-- -___---• ___ _ __ __w -_--. �_�_ _ E_ FUR C ENGINEER
_. ____- _ _ MAINTENANCE OPERATIONS« t e F'RINC: AL NrINEER rY TRANSPORTATION FACI LITY
%J1 V 1up
SCE SHEET No• I Ver ticat � �� RAYMOND A. CASEY ��-•`'-��
DETAIL 6�to Cade led___..�.___�. __��.-.�.- _._____._�.__._._ � SHEE-r
O 1.r� C4 7 7 36 12--31--96 - ��x�a
�� R.C.E.. No• _._____..________ ____.________-.�_ Expires ___ ____-_.___ RC,E, No.---------------4�88�.�_____._.- Expires .� ._ 3 31 96 1 _
. P PA 9� �. 0157 sh�� � 7 0� a .
- 7
i
J�
swami
� WAT6 9 26Dua►r�& VAc.v�
a
1,�4-YA
IN
S'I'ANDAIti) NU t'I?S
2
� Cutters Iluildi�i s Dro � Inlets,
1. Expansion ,Joints at all Curbs, Curbs an 1 � , F
Iltunholes, I..ight Standards, S.C:./1'.C.C. connecuons, etc... _Joint shall
consist of 1/2" Expansion faint hTaterial fill depth. Also use expansion
' geometry changes.
� kit
joints at paving K Y f�
1. [.ongituclin.►) joint spacing = �12.0 It -� ivaxii»i�m. [,anbituctinal joints at �1
the perimeter and the adjacent jo"nt �o tlic �crin�ctcr will be doweled. �C N � � � N
� � r• � got at thc AOJ�IC�N1' STRUCTURE N �
l.ougitudinal joints along Ilutlelinbs, (.orbs a��cl Gutters i
perimeter will also be doweled. All other longitudinal_joints may be per � •�
PRY
Figure 5. Weakened-plane joints per figure 1 will be provided at 14.0
foot -� spacing. N •.�
3. "I'ransverse.joint spacing = 1�.0 Il :�. "I'ransvcrse:je�ints will be per figure 1/14" MIN.-TO 4'
!j
1 �xc���l under the following concliUotis where the transverse joint will be 1/8% MAX x �
DEPRESSION
per l�igtirc 2. N N 0.
<<) - Along the perimeter �
b) Where concrete placement I�aa atc�pped for iiiorc than I/`l Hour. y/8" POLYEYNYI.�NE �''�c At the end of the days �ourin operation. SELECT 5�A1. U-227 TRAFFIC BACKER R00 �tJ,�17"'j (�O,25;(,lA�� /��
}� � � { CftAOE JOINT SEALANT
(l) Where a change in the paving geometry occurs. 300 tlUILgINa-- � J ��� �1 WA k6WelAi4f V.4G�/�
PAPER ;1A,d uethods of constructioa shall be in accordance w6
i�l► Sta�c of � � � 3 ' • ' ' /N� Y'�
�. htater�als an �
Calif�>rnia DeJ>artiucnto(`I'ransportation(Caltrans)StandardSpeeifications, Tb Z G43TorffE..� SG�Rd/G:s 71 ;
0. ����P ,.e�A�a� 60V#41o4 �6
july <<��J2. ACENT S1'RUCTU R� r�� `eGV. �,�O N S YR UCTION .JnINT Amemo$=
X � Per WA17r$ R6bZ1aMZ
�r�. 3 f0b hd ' � a ��'Ro%'n �'�u,►QG. PVd PIP/N46
N TS Ara two '� � �, � pri TJr'/N4� �5t�r4LL d"115W
S�ALEO JOINT {8�S NOTE) ' �' � �� #
OURBS (Ag)l a�v�,¢Sj
NTS
Z /�j � 1/x' EXPA�iV9ION 511W'EUT SLAB AS 500N
JOINT MATEAIAI � /►8 P0551QLE AFTER
Firrnt. aAw Avvo 3eAL '�N� �
� P11 �,, 8" POURING
PER BYM OF FI(3UAQ 1Niglio
r-
,_,.,,,�„ � EXIST, EXP. JOINT (TYpJ OIP 4R WAM
POMP (U18H1CA7E)
7Hf3 ENO t
JOINT GUTTER
Expar�sION CAP
13/4' # x�j4N ..,, � RADIUS POINT
+ 1/2' COLD JOINT go IN lowwommummA low mil
NOTE. JOINTS SHOULD EXTENO KXTEN310N OF JOINT #7 SMOOTH BAR 24•
TO GUTTER I
TNt�U AOIU9 POINT � �0' CTR3 INITIAL SAWCVT
s " 1 1/2' #
1/7' EXPANSION JOINT MATERIAL ( NOTE; FINAI. CUT ANb 9EAl. ONLY - 3fiE TYPICAL JOINT D�YAII. BLOW NTS ,
N TS
WNGtTUdINl11. JOINT
r 5ELECY SEAL U--227 T1tAFfIC
NN
5ElECY SEAI. U-727 711AFF1C � 1/16" MIN. YO q" ORAnC JOINT SL�J►I.ANY
J4(N"t' 1/18" MIN. TO � 1 � aRAO�' JOINT SCALANI � �XpAN810N Ja1NT MATERIAL W/JOINT SEALER 1/8" MAX.
",,,_ ___„ � � HP1N 4F 4N�,NALF MANH4LC RIM FRAME) DEPRESSION
wi -nip �/8 MAXMIIX. !AI -anum000ft ,
$PRAY W/D�80NgINQ AUNT ; DEPRESSION
'CRANSVBRBE JOINT
PA�F��rABI.� AN(�i.t� OF �0
. MIN ANGLE 0F 00• � M D.I./MANHOLE I
3/6� MIN. POLYEYHY1.ENff � A POLYETHYLENE
BACKER Ft00 SACKER a0l)
. LONOITl1bINAl, JOINT
N41' TO 8CALE . G44G OF PAVEMENT
- FINAL SAWCUT VVITH FILLER QK
�14N J01NY WITW FILLERFINAL. CONSTRUC
viduan 0 W"
ridun�t o �
�tauN� WNWTVOINAL CONBTAUQTIONJOINT
�1�. ca rr.3�
,�oIt�Y or�aTs AT ruoiue � � TYpICAI: 0�7AILI�EY�D . b�O1NYO ANd IHAHQU4Aq �No HND O� TNg GAY dl 8 / MANNO�H "'� (�.... �- �.
LONGITUDINAL .141N�' ,� ��►vaM�NT aaaab � THANBVdRgB �l0 JOINTS .
s
CIV
a Odom
i
pow-
ofr,A� i
16
Underground Service Alert
iC=3) ` Call: TOLL FREE
«rr� 1 -8ao
IIII I I 422,*4133
1 �
92-96
TWO WORKING DAYS BEFORE YOU DIG
C[1NS f KUC T [f1N f�E(:�1fZU DA I E f3'( REV IS[UNS ACCD BENCH MAID K SF E. DE�s�gn r }3y 1)r(a, n Ry (,hc�r�<ecl By Drawlnc� No.
SCALE. � �. p � �. _ .. .. . __ - ._ ._ .. ._ _ _ ._ . ._ RE�C;C]h1Mf.�ll�cL II�r� - --- ---.. ---- ---.-.- - ------ _ DA �F:� 8_►6��_ CITY .� [IF TEMECULA DEPAR��MEN-f [IF PUBLIC WORKS
Contrnc for_. _ _.
— Florirontai - � f'l�an� F'r��F���r F�c.� Under �..�pr�rviSiC�n [)f
- - - - ----. . - -- _._. ._ _ _ . -- - ------ -- ._ _._ . - accE-�r�-U �Y. . '._._. . .---. --.---- .- -- - .----- � �� ��t � , EMECULA VALLEY UNIFIED SCHOOL DISTRICT
liwo 201 Inspector UCH t.E> ..._ . _. .._. .. .._ . . . _.__.__ __.._.__ PRINCIPAL ENGINEER, �� CITY ENGINEER � :�x � AINTENANCEOPERATIONS FACILITY
6 26 93SEE SHEET N0. l :
__ __ -- --------------- - - - - - ----- .. RAYMOND A. CASEY
-- - - _ y civic � DE'TAI L SHEET
Dote Cor+gteted _..._._. -- ---- - .. ._--..._ ----- - OF CALF R.C,E No. ...C.47736.._. _. . . ---_ F xpires ---�(2_-.31_--_96_ _. ...---- __----- R.C.E. ��o,.----•-- 41880 -----._._ Expires -•---- 3-31- 96------- PA 93 - 0157 Sheet