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Al } C05T4 M-6-S4 V 2 i 9 Eti P 9L `. �� P� PKi7JECT LGC'4T /ON �'� ati �P yp`' �t11 NEWPORT BE4C44 I V /C /N /TY MAP LATEST REY DATE/ -Z't.$ TRACT 1 199 2 PROJECT INO, . (a+ GRADING . / DESJENO& 1� vin Y 4 DESIGNER - BOUNDARY TEST PLOT - .66C26.1217PFt 11992 13 04-Nov-83 14203 / 394.01 -2 , v GENERAL GRADING NOTES; I. ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS. THE CONDITIONS OF APPROVAL AS APPROVED ON .19 AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER. 2. ALL WORK SHALL BE PREFORMED AND ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (GREEN BOOK) CURRENT EDITION. P 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS. LIGHTS. BARRICADES. AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES. INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS," AND W.A.T.C.H. FAILURE TO DO SO WILL BE SITED UNDER THE APPILICABLE SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED. 4. CONTRACTOR SHALL OBTAIN RIGHT -OF -WAY PERMITS PRIOR TO START OF ANY ON- OR OFF -SITE CONSTRUCTION AND REQUEST INSPECTION FROM THE CITY ENGINEERING DIVISION 48 HOURS IN ADVANCE OF PREFORMING ANY WORK. TELEPHONE (714) 754 -5323. THE CONTRACTOR SHALL MAINTAIN A COPY OF PERMITS AND SIGNED PLANS ON THE JOB SITE. 5. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6 PERCENT BY DRY WEIGHT• THE EXACT AMOUNT WILL BE DETERMINED BY THE CITY ENGINEER. 6. THE CONTRACTOR SHALL PAY FOR THE INTIAL SOIL AND MATERIALS TESTS AND ANY SUBSEQUENT SOIL AND MATERIALS TESTS DEEMED NECESSARY, DUE TO THE FAILUYRE OF INITIAL TESTS. AS DETERMINED BY THE CITY ENGINEER. 7. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SAHLL BE CONSTRUCTED TO THE PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE, AND WIDTH ARE TO BE APPROVED BY THE CITY TRAFFIC ENGINEER. 8. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY. 9. STREET LIGHTS TO BE INSTALLED PER HTE CITY OF COSTA MESA STANDARD DRAWING NO. 701. THE FINAL LOCATIONS SUBJECT TO CITY ENGINEER'S APPROVAL. 10. STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS. 11. LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE. 12. ALL CONSTRUCTION STAKING WITHIN PUBLIC RIGHT -OF -WAY SHALL BE DONE BY A LICENSED ENGINEER AND CERTIFIED IN WRITING AS TO LINE AND GRADE PER APPROVED PLAN AND SUBMITTED TO THE CITY ENGINEER. 13. ALL STORM DRAIN WORK AND MATERIALS SHALL CONFORM TO THE OCEMA, LACFCD AND CITY OF COSTA MESA STANDARD PLANS AND MEET THE APPROVAL OF THE CITY ENGINEER. 14. ANY LOT CORNER OF OCEMA BM, MONUMENT OR TIE DESTROYED OR DISPLACED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY AS LICESED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATIO OR ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND OCEMA BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8 -1/2 x 11" PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN. 15. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN, STRAIGHT LINE AS APPROVED BY THE CITY ENGINEER. 16. ALL UTILITY TRENCH BACKFILL, MATERIAL. AND COMPACTION SHALL CONFORM TO CCM STANDARD NO. 801. NATIVE MATERIAL MAY BE USED FOR BACKFILL ONLY IF IT CONFORMS TO THE REQUIREMENTS OF STAANDARD NO. 801 AND IS APPROVED BY THE CITY ENGINEER. 17. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND /OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTION OF NATURAL DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH. A FULLY EXECCUTED, NOTARIZED, AND RECORDED AGREEMENT BETWEEN GRADING NOTES I. DUST SHALL BE CONTROLLED BY WATERING. 2. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 3. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBIILITY OF THE PERMITTEE. - 4. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON- SITE SOILS SHALL BE CONSTRUCTED WITH TYPE 5 SIX SACK CEMENT UNLESS DEEMED UNNECESSARY BY SULPHATE CONTENT TESTS CONDUCTED BY THE SOILS ENGINEER. 5. ALL PLANTERS ADJACENT TO THE FOUNDATIONS SHALL BE SEALED AT THE BOTTOM TO PREVENT MOISTURE FROM REACHING THE FOUNDATION SUB -GRADE SOILS. 6. PRIOR TO FINAL APPROVAL, THE GRADING CONTRACTOR SHALL SUBMIT A STATEMENT OF COMPLIANCE TO THE AS -BUILT GRADING PLAN. 7. ALL WALKWAYS. LANDINGS. AND OTHER FINISHED SURFACES AT DOORWAYS SHALL BE FINISHED TO WITHIN ONE INCH OR LESS OF THE DOORWAY THRESHOLD. 8. ANY DIRT, ROCK OR CONSTRUCTION MATERIAL THAT MAY BE TRACED OR DROPPED WITHIN THE PUBLIC RIGHT OF WAY DURING THE TRANSPORTATION OF SAID MATERIAL OR EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL'BE CLEANED OR REMOVED DAILY AND AS DEEMED NECESSARY BY THE GRADING INSPECTOR. 9. DIRT ACCESS RAMPS OVER CURB AND GUTTER TO CONSTRUCTION SITES ARE NOT ALLGWE.D. WFt1 t{ECESSAftY FCR Et4TRkj4cE TO SOCri CONSTRUCTION SITES, ASPHALT RAMPS WITH A MINIMUM 3" DIAMETER PIPE WILL BE REQUIRED. 10. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND /OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS I OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. THE AFFECTED PARTIES WILL BE EFFECTED. 18. WORK WITHIN THE PUBLIC RIGHT -OF -WAY. ONCE BEGUN, SHALL PROSECUTED SANTA ANA 'HEIGHTS WATER COMPANY STANDARD WATER CONSTRUCTION NOTES TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVIENENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVELING PUBLIC. 1. Water mains will be installed according to the latest Standards 19. ALL LAND ROUTES MUST BE APPROVED BY THE CITY ENGINEER. and Specifications of the Mesa Consolidated water District. 20. THE PROJECT SITE SHALL BE MAINTAINED IN A "WET -DOWN" CONDITION 4. All Plan Check, Inspection and Engineering Deposits will be made TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY. prior to signature of General Manager. SPILLAGE SHALL BE REMOVED FROM THE PUBLIC RIGHT -OF -WAY BY SWEEPING OR SPRINKLING. HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC 5. If there are any plan revisions before completion, we will need STRRETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. three (3) copies (blue lines) of Revi ed pl f h k s ans or rec ec and approval. 10. Water meters will not be installed nor water turned on until the backflow devices required for the building and irrigation systems have been installed, tested and certified. Contact Water Quality at (714) 631 -1462. 11. Protect all existing utilities in place. 17. Backfill material will have a sand equivalent of 25 or greater. 18. The sand backfill will b(e compacted per-,Standard Drawing #19. 24. Water meters and boxes to be installed by Santa Ana Heights Water Company, but paid for by others. "25. Double check valves will be required on all lister servicing any house or condominium unit over two stories. Contact Water Quality at (714) 631 -1462. 26. Irrigation meters will require a pressure vacuum breaker to be installed a minimum of 12" above highest aprjtlkler head. ]/t /ILL, ITEM I• n+(\o�- UNIT � CONSTRUCT 4" THICK P•C.C. DRIVEWAY 611 (10 1E 91 69 3 CONSTRUCT P.C.C. DRIVEWAY PER C.C.M. STD. DWG. " I0miEP - J� T CONSTRUCT 8-- P.C.C. CURB AND GUTTER PER C.C.M. STD. DWG. 302 1976 81,142 SF 0.85 MILE NORTHEAST ALONG NEWPORT AVENUE FROM McNALLY n«1 ae,r„v r me a.-u,e tent M W14 AND A.C. REPLACE CURB AGAINST A.C. IF A.C. IS CUT OR ELEMENTARY SCHOOL TO ITS INTERSECTION WITH VICTORIA STREETt p I 4i , JENG- 86.5 FEET NORTHWEST ALONG GUTTER OF VICTORIA FROM CENTERLINE OWNER /.DEVELOPER "] OF NEWPORT AVENUE SOUTHWEST INSTALL 6" DIAMETER P.V.C. DRAIN PIPE 29.5 FEET OF THE CENTER-.LINE OF DUKE OLRICH _01 VICTORIA, SET IN THE TOP OF AND 1 FOOT NORTHWEST OF THE SOUTHEAST 2881 EUROPA END OF A 3 FOOT BY 4 FOOT CONCRETE CATCH BASIN. LEVEL WITH THE COSTA MESA. CA. GUTTER. 160 6-r- QC PHONE 557 -2881 1 2 3 4 5 6 NO. ITEM QUANTITY. UNIT O BARS CONSTRUCT 4" THICK P•C.C. DRIVEWAY 611 (10 5F 3 CONSTRUCT P.C.C. DRIVEWAY PER C.C.M. STD. DWG. " I0miEP - J� T CONSTRUCT 8-- P.C.C. CURB AND GUTTER PER C.C.M. STD. DWG. 302 2 03 BARS SF 4 REMOVE CURB AND GUTTER BY SAWCUTTING JOIN BETWEEN GUTTER Z3 C.F n«1 ae,r„v r me a.-u,e tent M W14 AND A.C. REPLACE CURB AGAINST A.C. IF A.C. IS CUT OR I " CONCRETE MASONRY MALL -ALL CELLS DAMAGED, A MINIMUM OF 3" OF A.C. SHALL BE REMOVED AND p I 4i , JENG- RECONSTRUCTED ADJACENT TO THE CURB AND GUTTER. MttM GROUTD PROVIDE GRATED INLET PER DETAIL "] 6FA 6 INSTALL 6" DIAMETER P.V.C. DRAIN PIPE 40 LF _01 CONSTRUCT CONCRETE BLOCK RETAINING WALL 24Z. fir. I FIRST COURSE AT CO T UCT P.C.C. SIDEWALK PER C.C.M. STD. 401 W/ 4" CRUSHED AGG. 32-O.C. FOR WEEP HOLE I BASE AND STD. 403 AROUND OBSTRUCTIONS. in TALL_ 4-" D(AMe7rEti fC juvA1N Pik 160 6-r- QC IFAA[)VE EX 157, `,70,x7 t aCS 7`6�_ T'r�F n1 ✓iI LC -S, GJG�5�5 �c�c, Ac E% 1 LS iI )j�.C-WVE C)oe;T. 4�CTA11vINc VvAt4.- 72 2 CoAISTi-orr 4uL-k V 5CA < �, A7 -1- t irCS ,+ EI�L41tiJE I CCU F 13 (C�ST�JCT �C 1/ ck'l�- �` CvL ✓F /�T / L�4C P sTn Al 6Z -< 1 Tf It N k 1c ).1`�T��Y 1C >N ( Cc tin 5 n S�J �O s>✓ 15 ebNSTKuC1` " ABs ylxjee t}Irtir; c_ 2qo LF It. WA-7Ek_ METEK MAN1FtxXI Prv- WiCA)D eT-D NU. % I 0 CITY OF COSTA MESA BUILDING DIVISION I-OX BARS+' © GRADE O BARA O BARS OZ a1RS 3•' f/• 1'• -le" ® BARS 2 03 BARS •llet le "0.G 2 43 BARS i i x n«1 ae,r„v r me a.-u,e tent M W14 MASONRY WALL ALL CELLS I " CONCRETE MASONRY MALL -ALL CELLS FILLED SOLID I p I 4i I-OX BARS+' © GRADE O BARA O BARS OZ a1RS 3•' f/• 1'• -le" ® BARS 2 03 BARS •llet le "0.G 2 43 BARS CONCRETE x n«1 ae,r„v r me a.-u,e tent M W14 MASONRY WALL ALL CELLS I " CONCRETE MASONRY MALL -ALL CELLS FILLED SOLID I p I 4i , JENG- WITH GROUT MttM GROUTD OMIT HEAD © kTLE SHEET GRADING PLAN - 119126,1213PF, 11992 16 01- Feb -84 07,43 / 394..01 -1 JOINT IN FIRST OMIT HEAD JOINT IN COURSE AT 32° t I FIRST COURSE AT C.C. FOR WEEP 32-O.C. FOR WEEP HOLE I HOLE GRADE GRADE �.cyceT se 2 ,.- •fir -Pr+ 4 -� t• V�C �� 11., -� • BARS NT. COT. • ' 1 1 POUR FOOTING J� AGAINST I 1 POUR FOOTING ] 1 s AGAINST UNDISTURBED %' - --i UNDISTURBED B i NATURALSOIL NATURALSOIL TYPICAL SECTION 3'-4Y' MAX. TYPICAL SECTION 3•-0•• MAX.' ,.° f NOTES: 1. Retaining wall shah be grouted solid. 2. Reinforcing splices in masonry shag be lapped not kes than 15 ", in eomem not laM than 12 ". 3. Omit mortar at hand ioirm of fkw coune at 32'• os. 4. Mortar shell be no leaner then 3 to 1. 5. Inspection required prior to grouting calk. 6. A 4" block fence with pilasters may be eonovcted on top of the retaining "ll for an overall J heieN of 42" high on the sidewalk side. SFECI FICATIONS OONCRETE: 1000 psi at 28 days. ' BLOCK: Type "A" A.S.T.M. C-90 or 0445 REINFORCING: Grade 40 A S.T.M. A611f oe A8li. OH © OB O BARA O BARS OZ a1RS 3•' f/• 1'• -le" *art 24••0.C. •llet le "0.G r i j I VISIONS APP . ►LANG PREPAr" Oft TRACT 11992 - - GRADING LATEST REV DATE. , yµ°¢`�°'AT"' PROJECT N0, n«1 ae,r„v r me a.-u,e tent M W14 DRWG NO, I " , JENG- ARr 71- DES fffC DESIGNER- �(� kTLE SHEET GRADING PLAN - 119126,1213PF, 11992 16 01- Feb -84 07,43 / 394..01 -1