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S-84-12.1-12.2�r r i J 4 � GENERAL NOTES FOR GRADING PLAN 1, 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 JANUARY 9, 1984, AND SHALL MEET THE APPROVAL OF THE CITY OF ENGINEER. 2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL, BE IN ACCORDANCE WITH THE S'T'ANDARD SI'ECIFICA'CIONS hall PUBLIC WORKS CONSTRUCTION, (GREEN BOOK) CURRENT EDITION. 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 TI4E LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS, " AND W. A. T. C. H. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO T14E 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 CITY ENGINEERING DIVISION 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. "TELEPHONE (714) 7 ;4 -5323. THE CONTRACTOR 5l1ALL MAITNTAIIN A COP`( OF PE4RM3'TS &Ni 3 SIGNE13 PLANS ON THE ,JOB SITE. S. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL. BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE, AND WIDTH ARE TO BE APPROVED BY THE CITY TRAFFIC ENGINEER. AIA. UNDERGROUND WORK SHALI, BE COMPLETE PRIOR TO ANY SIiRF'ACE WORK IN THE PUBLIC RIGHT -OF -WAY. STANIP "S" ON CUR 11 AT ALL SEWER LATERAL LOCATIONS. LOCATE AND PROTECT ALI. EXISTING UTILITIES IN PLACE. A1.1 CONSTRUCTION STAKING WITHIN PUBLIC RIGHT -OF -WAY SHALL BE DONE: BY A LICENSED ENGINEER AND CERTIFIED IN WRITING AS 1'O LINE: AND GRAVE PER APPROVED PLAN AND SUBMITTED TO THE CITY ENGINEER. 10. ALL. STORNt DRAIN WORK AND MATERIALS SHALL CONFORM TO THE OCEMA, I.ACFCD, AND T'HE CITY OF COSTA MESA STANDARD PLANS AND MEET ['LIE APPROVAL OF THE CITY ENGINEER. It. ANY LOT CORNER OF OCEMA BM, MONUMENT OR TIE DESTROYED OR DISPLACED SHALL. BE RESTORED TO ITS ORIGINAL POSITION BY A I_,ICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION oil ELEVATION SHALL. 13E REPORTED TO THE CITY ENGINEER AND OCEMA BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8 -1/2" X I I" PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL R UN. 1 AlA, PCC AND AC; TO BE JOINED SHALL BE SAWCUT IN A CLEAN, 5'1'RA1C714T LINE AS APPROVED BY THE CITY ENGINEER. 13. AIJ., UTILITY TRENCH BACKI -11A., MATERIAL, AND COMPACTION SHAIA, CONFORM TO CCM STANDARD NO. 801. NATIVE MATERIAL MAY BE USED FOR BACK FILL. ONLY IF IT CONFORMS TO THE REQUIREMENTS OF STANDARD NO. 801 AND IS APPROVED BY THE CITY ENGINEER. 1 1. ALL, EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE I'O FUNCTION, ESPECIAIA.Y DURING STORM CONDITIONS, AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND /OR DEVELOPER SHAIA, BE HELD L.IABI_!. ]-'Oil ANY DAMAGE DIKE TO OBSTRUCTION OF NATURAL, DRAINAGE PA'T'TERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH, A l,'Ul.l_Y E:XECIrTED, NOTARIZED, AND RECORDED AGREENIENr 13ETWEEN THE AFFECTED PARTIES WILL BE EFFECTED, 1,;. WORK WITHIN THE PUBLIC RIGHT -OF -WAY, ONCE BEGUN, SHALL BE PROSECUTED TO COMPI,ETION WITHOUT DELAY SO AS 'TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVELLING PUBLIC. 16. ALL HAUL ROUTES MUST BE APPROVED BY THE CITY ENGINEER. 17. THE PROJECT SITE SHALL BE MAINTAINED IN A "WET- DOWN" CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY, SPILLAGE SHALL BE REMOVED FROM THE PUBLIC RIGHT -OF -WAY BY SWEEPING OR SPRINKLING, HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. 18, "A5 OUII.T' DRAIV11145 5HALi, 6E 50FIITIED TO THE 611Y ENGINEEKINA ONI,510N UPON 40MPL6 10 o1= c005TRUCT10 IVITHIN THE Kl4H1 OF IVAY UP os ry000 ON TI45 P ANNe. 11. IVA159 IMrr6V6MeNT IWK 5HA11, 6E FfFFOFM�P UNDER MOA 60N50610AJIEP IvgT r 60 1VOFK mex X55, C05TA ME5A SANITARY 015TRICT 23A E. I-ITM 5T SUITE 205 COSTA MESA, CA. 1Z(o2? 114 - &11731 90131N B. HAM596 01ST. ENGINEER DATE APPROVED FOr GON51R1,16TION IVITHIN KALMUS DR RIGHT OF IVAY. G I TY OF C05TA MESA: PROJEL1 SITE APPROVED WITHIN THE CITY OF 605TA MESA 121GHT OF IVAY ONLY (IZEDHILL AVE ( KALMUS P;Z.) GIN EN(J10 -Et2 R.G.E 193SO DATE , VICINITY MAP 6ON5TRU6TION SHALL, 609FOlCM TO 6051A MESA 5AN11ARY DIST. 0IV4. NO 5-110 I K / \V ' VAKIES SEE PLAN. f�Jl �ZI 2' 511 c ILI PER Pf t a REMOVE EX11%. E - mive VAY x _ EX. 6UKO 44U1tER �Y y, AND 6VU61 GONG. GUKD AND GUTTER IJ I NO PIPE JOINTS TH15 ZONE O.D. EX. IOIIIVATER MAIN All 41 MIN. ("A1)1.P. MIN. (55. oil) T.P EX. 314 GA9 EX. 10 l A ER 4AMIN. GLK. gOVG.P 0.40% SS.'ll CU 1 I sll(MM) 69USHEV - IJOTEt SEE 51-1EST C -I FOR Ar141tEC,A)E bASE LOCATION SECTION "A -Aa KALMUS DRIVE V.10'T -TO SCALD APPROVED VO.P "DG nk 10 D.I.P ADAPTOR �0U611Lt$ IRON PIPE FIELID PRIOR CLA66 150 IV /1401 DIP TO 5EIvER rATUMINOU5 COATING 60N5tRU6tI0N INSIDE FLOUT Zi PROFILE A SCALE: HOKIZ. 10% 10' VERT 0= Z' Alltmil,l) GRUSNED f� BI _ A21 EXle3T. IMPROVEMENTS I I I %A °PER Ft ' -y AAAREGATE BASE L_J COWSTKUCf 40 F1,14 51DEIVALK PER m SEWER NOTES 510. VI,4& No. 402 1. g TYPICAL 656TIOW F012 IMPHILL AVENUE z `f QOT TO SCALE 4 GENERAL NOTES FOR GRADING PLAN 1, 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 JANUARY 9, 1984, AND SHALL MEET THE APPROVAL OF THE CITY OF ENGINEER. 2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL, BE IN ACCORDANCE WITH THE S'T'ANDARD SI'ECIFICA'CIONS hall PUBLIC WORKS CONSTRUCTION, (GREEN BOOK) CURRENT EDITION. 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 TI4E LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS, " AND W. A. T. C. H. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO T14E 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 CITY ENGINEERING DIVISION 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. "TELEPHONE (714) 7 ;4 -5323. THE CONTRACTOR 5l1ALL MAITNTAIIN A COP`( OF PE4RM3'TS &Ni 3 SIGNE13 PLANS ON THE ,JOB SITE. S. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL. BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE, AND WIDTH ARE TO BE APPROVED BY THE CITY TRAFFIC ENGINEER. AIA. UNDERGROUND WORK SHALI, BE COMPLETE PRIOR TO ANY SIiRF'ACE WORK IN THE PUBLIC RIGHT -OF -WAY. STANIP "S" ON CUR 11 AT ALL SEWER LATERAL LOCATIONS. LOCATE AND PROTECT ALI. EXISTING UTILITIES IN PLACE. A1.1 CONSTRUCTION STAKING WITHIN PUBLIC RIGHT -OF -WAY SHALL BE DONE: BY A LICENSED ENGINEER AND CERTIFIED IN WRITING AS 1'O LINE: AND GRAVE PER APPROVED PLAN AND SUBMITTED TO THE CITY ENGINEER. 10. ALL. STORNt DRAIN WORK AND MATERIALS SHALL CONFORM TO THE OCEMA, I.ACFCD, AND T'HE CITY OF COSTA MESA STANDARD PLANS AND MEET ['LIE APPROVAL OF THE CITY ENGINEER. It. ANY LOT CORNER OF OCEMA BM, MONUMENT OR TIE DESTROYED OR DISPLACED SHALL. BE RESTORED TO ITS ORIGINAL POSITION BY A I_,ICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION oil ELEVATION SHALL. 13E REPORTED TO THE CITY ENGINEER AND OCEMA BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8 -1/2" X I I" PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL R UN. 1 AlA, PCC AND AC; TO BE JOINED SHALL BE SAWCUT IN A CLEAN, 5'1'RA1C714T LINE AS APPROVED BY THE CITY ENGINEER. 13. AIJ., UTILITY TRENCH BACKI -11A., MATERIAL, AND COMPACTION SHAIA, CONFORM TO CCM STANDARD NO. 801. NATIVE MATERIAL MAY BE USED FOR BACK FILL. ONLY IF IT CONFORMS TO THE REQUIREMENTS OF STANDARD NO. 801 AND IS APPROVED BY THE CITY ENGINEER. 1 1. ALL, EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE I'O FUNCTION, ESPECIAIA.Y DURING STORM CONDITIONS, AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND /OR DEVELOPER SHAIA, BE HELD L.IABI_!. ]-'Oil ANY DAMAGE DIKE TO OBSTRUCTION OF NATURAL, DRAINAGE PA'T'TERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH, A l,'Ul.l_Y E:XECIrTED, NOTARIZED, AND RECORDED AGREENIENr 13ETWEEN THE AFFECTED PARTIES WILL BE EFFECTED, 1,;. WORK WITHIN THE PUBLIC RIGHT -OF -WAY, ONCE BEGUN, SHALL BE PROSECUTED TO COMPI,ETION WITHOUT DELAY SO AS 'TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVELLING PUBLIC. 16. ALL HAUL ROUTES MUST BE APPROVED BY THE CITY ENGINEER. 17. THE PROJECT SITE SHALL BE MAINTAINED IN A "WET- DOWN" CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY, SPILLAGE SHALL BE REMOVED FROM THE PUBLIC RIGHT -OF -WAY BY SWEEPING OR SPRINKLING, HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. 18, "A5 OUII.T' DRAIV11145 5HALi, 6E 50FIITIED TO THE 611Y ENGINEEKINA ONI,510N UPON 40MPL6 10 o1= c005TRUCT10 IVITHIN THE Kl4H1 OF IVAY UP os ry000 ON TI45 P ANNe. 11. IVA159 IMrr6V6MeNT IWK 5HA11, 6E FfFFOFM�P UNDER MOA 60N50610AJIEP IvgT r 60 1VOFK mex X55, C05TA ME5A SANITARY 015TRICT 23A E. I-ITM 5T SUITE 205 COSTA MESA, CA. 1Z(o2? 114 - &11731 90131N B. HAM596 01ST. ENGINEER DATE APPROVED FOr GON51R1,16TION IVITHIN KALMUS DR RIGHT OF IVAY. G I TY OF C05TA MESA: PROJEL1 SITE APPROVED WITHIN THE CITY OF 605TA MESA 121GHT OF IVAY ONLY (IZEDHILL AVE ( KALMUS P;Z.) GIN EN(J10 -Et2 R.G.E 193SO DATE , VICINITY MAP 6ON5TRU6TION SHALL, 609FOlCM TO 6051A MESA 5AN11ARY DIST. 0IV4. NO 5-110 I K / \V ' VAKIES SEE PLAN. f�Jl �ZI 2' 511 c ILI PER Pf t a REMOVE EX11%. E - mive VAY x _ EX. 6UKO 44U1tER �Y y, AND 6VU61 GONG. GUKD AND GUTTER IJ I NO PIPE JOINTS TH15 ZONE O.D. EX. IOIIIVATER MAIN All 41 MIN. ("A1)1.P. MIN. (55. oil) T.P EX. 314 GA9 EX. 10 l A ER 4AMIN. GLK. gOVG.P 0.40% SS.'ll CU 1 I sll(MM) 69USHEV - IJOTEt SEE 51-1EST C -I FOR Ar141tEC,A)E bASE LOCATION SECTION "A -Aa KALMUS DRIVE V.10'T -TO SCALD APPROVED VO.P "DG nk 10 D.I.P ADAPTOR �0U611Lt$ IRON PIPE FIELID PRIOR CLA66 150 IV /1401 DIP TO 5EIvER rATUMINOU5 COATING 60N5tRU6tI0N INSIDE FLOUT Zi PROFILE A SCALE: HOKIZ. 10% 10' VERT 0= Z' Alltmil,l) GRUSNED f� BI _ A21 EXle3T. IMPROVEMENTS I I I %A °PER Ft ' -y OIVNER: lZ50H I LL I N're l ?5 gG(n!o OU6INE55 PARK AVE. A Z05 SAN DIEGO, CA. IZISI (0 141 - Z7l • 7050 4 i BENCHMARK: ORANGE 60. SURVEYORS VERT DA1UM L'SEIN4 TAKEN ON SM 3N 50 70 IN THE S.E. PART OF THE INTERSECTION OF PALI5ADE5 ROAD AWO 5ANTA ANA AVE; W1 F1.6.E. FROM PROLONGATION OF THE 5.E. CUKID OF THE AVE TO THE 5.\V. 7.5 FT. 5.\J. OF THE PAGE OF THE CURB, 5.7 FT. 9W OF A FIRE HYDIZANT' 0.5 FT. S.E. OF THE PROLO11I4A'f10N 05 1146 S.E- t:DGE OF CONCRETE MOCA WALL, 5ETWTOP OF MIJ6. 116K, LEVEL WITH THE IVALK ELEVf0I0N : AT033 01110) PLANS PREPARED OY R040W AY- BORKOVETZ A%OC,. 4418 N• NEWPORT OLVD. NBIVPORT 89466 I CA. 11?&&S 714•13A8•'1333 UND R TN 6UPERV1510N OF: 4 -ti5 -N- RICHARD E. SORKOVETZ R.G.E. 23311 DATE G WA ICING PLAN FOIZ 1184-05 S G I21 PP5 CENTER FOR IZ50H I LL I NTEIZE5T5 2135 IZEDHILI, AVE. 605TA MESA, CA. r' revis:ins i Q 4• &-64 DELETED 3iOEWA6K 5C6'TION FOR KAVMU9 DRIVE 40BT4INEO SANITARY D15T APP120VAL. Q 4.1q e4 ADDED 5ELTION5 QODED a'I G,A.t3. UNDER IJALK ON PgDPILL SECTION © 1�i0•Sq ADDED �'FD�ILE "A" consultants 'Rogow 06% kowtz Associates I [ Cixuulting Civil ingineers ` g 1146 North Newport Boulevard I1 iytJewport Beach California 92663 Stre0ck Architects 3300 Irvine Ave Suite 312 Newport Beach CA 92660 (714) 641 -1134 1 i i i , Scripps Center For Red Hill Interests 2915 Redhill Avenue Costa Mesa, CA. L TITLE SHEET,. GENERAL NOTES, `AIND DETAILS.. 's. 12 -84 date AS SHOWN scale RES drawn 8820 job sheet Co GI?Y APPROVAL- PF001NI� AAAREGATE BASE L_J COWSTKUCf 40 F1,14 51DEIVALK PER SEWER NOTES 510. VI,4& No. 402 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE TYPICAL 656TIOW F012 IMPHILL AVENUE COSTA MESA SANITARY DISTRICT. QOT TO SCALE 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE (714) 631 -1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. STREET IMPROVEMENT NOTES 4. CONTRACTOR SHALL OBTAIN C. M. S. D. SEWER PERMIT PRIOR TO 1. REFER TO SHEET C2 FOR LOCATION OF EXISTING UTILITY BOXES, COMMENCEMENT OF WORK FROM THE DEPARTMENT OF STREETS VAULTS, VALVE BOXES, HYDRANTS, POWER POLES, TREES AND AND SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE. TELEPHONE: OTHER OBSTRUCTIONS IN THE PARKWAYS ALONG REDHILL AVE. (714) 754 - 5323. AND KALMUS DR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE VARIOUS UTILITY COMPANIES INVOLVED 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE AND SEEING TO IT THAT ALL ITEMS WHICH REQUIRE ADJUST- REQUIRED BY THE LOCAL GOVERNING AGENCY. MENTS TO GRADE ARE PROPERLY ADJUSTED. HE SHALL ALSO 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND SEE TO IT THAT THE INTERFERING POWER POLE AT THE NEW DRIVEWAY ON REDHILL IS RELOCATED AND REMOVE INTERFER- C.M.S.D. STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ING TREES AT THE NEW DRIVEWAYS ON KALMUS. EXISTING ALL TIMES. PARKWAY TREES TO REMAIN SHALL BE PROVIDED WITH TREE 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECI4ANICAL COMPRESSION WELLS PER CITY REQUIREMENTS. THE SIDEWALK SHALL BE CONSTRUCTED 4 FEET CLEAR AROUND ALL OBSTRUCTIONS. JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OR THE COST OF ALL SUCH ADJUSTMENT, RELOCATION AND APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR REMOVAL WORK AS HEREIN SPECIFIED SHALL BE PAID BY THE WORK ONLY. CONTRACTOR. 8. 6" I..ATERAIS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EACH BUILDING. 9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF DRIVES AND PARKING AREAS. 71 'f' 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. I 3 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. I i 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND u COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER PAVE - SLOPE VpRIFfi Zn a.G PVMT. _ 2 A.G. PVMT. MENT SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE (Z:1 MAX.) _ . PER PLAN .� PER PLAN III?II .11 142 RAISED TO GRADE PER STD. DWG. NO. S -105. I ' 1_ • 1 • <. EX.GRADE �_ _ • a'y _ GX. GRADE .: .:. 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY �- A -1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. CON5T WALL 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND EE 51t2U6t DW45.) COVERS HAVE BEEN RAISED TO GRADE. 1'LA65 00 F51jjN�D UMI DUg 0�1 COA•j'INCt �2E'(AI 5ECTION "B -B" 5ECTION "C- G" NOT TO SCALE NOT TO SCALE OIVNER: lZ50H I LL I N're l ?5 gG(n!o OU6INE55 PARK AVE. A Z05 SAN DIEGO, CA. IZISI (0 141 - Z7l • 7050 4 i BENCHMARK: ORANGE 60. SURVEYORS VERT DA1UM L'SEIN4 TAKEN ON SM 3N 50 70 IN THE S.E. PART OF THE INTERSECTION OF PALI5ADE5 ROAD AWO 5ANTA ANA AVE; W1 F1.6.E. FROM PROLONGATION OF THE 5.E. CUKID OF THE AVE TO THE 5.\V. 7.5 FT. 5.\J. OF THE PAGE OF THE CURB, 5.7 FT. 9W OF A FIRE HYDIZANT' 0.5 FT. S.E. OF THE PROLO11I4A'f10N 05 1146 S.E- t:DGE OF CONCRETE MOCA WALL, 5ETWTOP OF MIJ6. 116K, LEVEL WITH THE IVALK ELEVf0I0N : AT033 01110) PLANS PREPARED OY R040W AY- BORKOVETZ A%OC,. 4418 N• NEWPORT OLVD. NBIVPORT 89466 I CA. 11?&&S 714•13A8•'1333 UND R TN 6UPERV1510N OF: 4 -ti5 -N- RICHARD E. SORKOVETZ R.G.E. 23311 DATE G WA ICING PLAN FOIZ 1184-05 S G I21 PP5 CENTER FOR IZ50H I LL I NTEIZE5T5 2135 IZEDHILI, AVE. 605TA MESA, CA. r' revis:ins i Q 4• &-64 DELETED 3iOEWA6K 5C6'TION FOR KAVMU9 DRIVE 40BT4INEO SANITARY D15T APP120VAL. Q 4.1q e4 ADDED 5ELTION5 QODED a'I G,A.t3. UNDER IJALK ON PgDPILL SECTION © 1�i0•Sq ADDED �'FD�ILE "A" consultants 'Rogow 06% kowtz Associates I [ Cixuulting Civil ingineers ` g 1146 North Newport Boulevard I1 iytJewport Beach California 92663 Stre0ck Architects 3300 Irvine Ave Suite 312 Newport Beach CA 92660 (714) 641 -1134 1 i i i , Scripps Center For Red Hill Interests 2915 Redhill Avenue Costa Mesa, CA. L TITLE SHEET,. GENERAL NOTES, `AIND DETAILS.. 's. 12 -84 date AS SHOWN scale RES drawn 8820 job sheet Co GI?Y APPROVAL- PF001NI� a6 G , 1 i f i i GENERAL NOTES (SHEETS Cl THROUGH C3 ONLY) CO^ISTIZUCTION NOTE5(6ONTR) 1 1 I CONSTIZU6TIOW NOTES (5NEET 61 ONLY) G01J5T. DRIVts \VAY PER 611Y STD. Y= 8. 50R,N ='�1 ,x= q , �o NOTE vrIV91VAY hNAll• 1401 Bt's 6005f?0c1 v ONTIL feAffI& �i1-- CONTT. CURB PER DET. 1, SH. C3. 16 REMOVE CURB AND GUTTER BY SAW- A( INT�EO110J of REDNILL 401,t`10 NA VE t u I. FOR EXISTING SITE CONDITIONS AND BENCH CUTTING. JOIN BETWEEN GUTTER `rl till' Za CONS T. CURB PER DET. 2, SH. C3. t0 HEEJJ IN5TAL49 Arr)' OIW IN 0E(CVIGE. MARK, SEE SHEET C -2 AND A.C. REPLACE CURB AGAINST \�.p �l3 I` / O -CONS T. CURB AND GUTTER PER DET, 3, SH. C3. A. C. IF A. C. IS CUT OR DAMAGED, ��J Cam, �r ® CONST. CURB AND GUTTER PER DET. 4, SH. C3. A MINIMUM OF 3 FEET OF A. C. \ a- CONST. GUTTER PER DET. 5, SH. C3. 1 2. FOR DEMOLITION AND SITE CLEARING, SEE \4!k, , -� r g SPECIIICATIONS. SHALL 13E REMOVED AND RECON- END CUBA PER DET. 6, SH. G3. STRUCTED ADJACENT TO THE 52 \ /�� (_40.OdZG� \\ CONST. RAMP PER DET. 7, SH. C3. 3. BEFORE PROCEEDING WITH THE LAYOUT OF GUTTER. T /L\ Ql' �6FL 4oq \ \� ! 0? � B� CONTT. CATCH BASIN PER DET. B, SH. C3. CONSTRUCTION, THE SETTING OF GRADE AND Q� V 3 _/ ! �L� j ,�' dr O-- CONST. TRENCH DRAIN PER DET. 9, SH. C3. ALIGNMENT STAKES, AND VARIOUS PHASES OF Iq REMOVE EXISTING CONCRETE WALKS. / k 10 CONTT. DRIVEWAY PER CITY STD. 504. W =2V' X�A' Y•0' PORTION OF THE i �� 4i9 \�) ` \� ' ui II CONTT. SIDEWALK PER CITY STD. 402. WORK RELATED TO HIS PO PROJECT', THE CONTRACTOR SHALL ACCURATELY i'1�,^ \\ m N IZ CONTT. WHEELCHAIR RAMP PER CITY STD. 505. CHECK ALL CONTROL LINES AXES, CONTROL 20 - 12614614 RGMOVAL; REGON114UL110N PER i, 4 /.y \ \, 4Q �, 611Y OP 6051A MESA 519 - 801. ,' ' n� iq 9 46fL =� `� t+jijw 13 CONTT. MANHOLE PER COSTA MESA SAN. ME STD. 5 -100, 5 -103 & 5 -105. ELEVATIONS, AND BENCH MARKS TO VERIFY THAT THESE CONTROLLING ITEMS ARE IN 21 - IND16AtfsD 11EM IN RROPOSED SIDEWALK /APO /� �� 2/Z I \ �- IA CONTT. LATERAL CONNECTION PER COSTA MESA SAN. DIST. STD. 5 -104 -A I a -' 4Ld ��J 15 CONTT. CLEANOUT PER COSTA MESA SAN. DIST. STD. S -107 EXCEPTING AGREEMENT WITH THE DRAWINGS. SHOULD OEM loft ADIDS150 10 C,Imoe v ti i� 9F� -0` /1 /0.Y THAT CLEANOUTS IN UNPAVED AREAS SHALL BE BROUGHT TO GRAD ANY DISCREPANCY OCCUR, THE CONTRACTOR eY PACIFIC 16V 60. / / V '1,22 / 9(.�FL -- r (y REMOVE EXIST. DRIVEWAY & CONTT. TYPE "C -8" CURB & SHALL. NOTIFY THE ARCHITECT ACCORDINGLY ` / ! `410 16 22 - INDL6A1fiD ITEM 10 REMAIN. ` � �� v' a 91.E � q � - � -% -,- \. FOR INSTRUCTIONS PR10R TO COMMENCING IZ e'030 (,� GUTTER ACROSS OPENING PER CITY STD. 302 pulls t IN pLA6t . �/ pN4 �� �4t,7Z 4/ \ �` ` �) 17 CONTT. DRAINAGE OPENING I8" WIDE. WORK. IF THE CONTRACTOR PALLS TO CHECK pb / 4f THE ABOVE ITEMS FOR DISCREPANCIES AND / M,J 42��L 92 �8 DOES NOT NOTIFY THE ARCHITECT, THEN HE / / v �h �/ ` 4tg6 1 17 SHALL BEAR THE COST OF ALL RESULTING NECESSARY CHANGES RELATED TO THAT PORTION 3ri.G0 T.G. - -�� -�n% / , �i . 43 9z.a �L98 {/� ` �j 1 5 1 i �� w'` �H Or rxr war<x. / / / Pfi 1�r. 232 �, N �� _J7 -_ - - - _ SI o m 'aNNe� 90&g '� o Q q �l� ti� RF4441 N 4. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL / } 1 4zg2 92bo - 41.0 .? e° z5 W7cn5 FINISHED ELEVATIONS SHOWN ON PLAN EXCEPT (39.4Z)f6. /nQ' / a L. 4z� \`fL. �`� 9 I _ N X W E E •RIDGES FLOW LINES OR GRADE CHANGES °�° r 4? 57 w Gq 14t.�q \ 41 v' \ 9 m ' P�Ribu ®c H R / �� ) _4t.gq >t 71 FL. v N 3e 8 �r, vE�s n' OCCUR IN BETWEEN. �0 _ - _ 6p X90 / / r A378 428 A3.o5 g3.g0 / A 4zzg CDC, 9 w -�_ X17) . v w 4Z, o' v rr 39.0 F4, 5. FINISHED GRADE IN PLANTING AREAS AS INDICATED ��1 � pip' l yw A'i.1(o -� /9 � Q o o rn I r , .,` � I � � � EX. M.N. 16(33.13 ON LANDSCAPE DRAWINGS SHALL BE 2" BELOW «= �1T0��^h / �9q A`!.IT I'�' q�1/O , Q• Q m s G.I.. 2 �' � � � 2 � � q",.A4 'Ib� � � I TOP OF ADJACENT CURBS OR PAVED SURFACE / / �ww / Z 3 q Q 44.13 1 1AA 15 ^9328 I$ ELEVATIONS UNLESS OTHERWISE INDICATED, j �,♦ , q6 S 45.04 A5.50 A .5D1 4h'� Q5. I /f V s / ^� � o� /O 21:106 E EX15T• G. ALL WORT{ WITHIN STREET RIGHT OF WAYS (3q'2Z)1'lr � - - -- �� A\'� �, Oti AP .46.31 f 12t: N DRAN1 SIIAI,L BE IN ACCORDANCE WITH THE STANDARD / <V a A5.84 I N� ��� -R / p PEIZ IVATEt2 IMP. 1 JU c, Ab•b1 PLANS AND SPECIFICATIONS OF THE CITY OF ?v, � � COSTA MESA. NEW DRIVEWAYS SHALL BE �(,� = y� Nw zsr ads / / \ �0.A� / \ o \ GONti'i'RiJCTE1) PER CITY STANDARD DRAWING / tL - �^ ` ` r' e`t Vt; r m o� *1 AV pP $' F Q o \ \ N v i NO. 504• /\mom. ��v0� / 1ti IN, / Ali 1 o v _ W �hti! l� rat NLN n�olu 0 BUILDING E Q _ _ Q 3 ti �y a� 45.g2TG.t� _A_ \ 1� J N (AOmy, -- / f f R q ��_5' / k - ? �i ac1 IRbi LEVEL IN. fLAD &l .s 6.A0 _ �U s _ a t � i \M1', / �„ _ -�-✓ h�� r 0.a ,c s[' - 1 \\ �- -' / I Co tihl A I� °'ti 3" BUILDING /►� N` g j Z + I e �G0945T, LOS \c v G s FI R5T LEVEL FIN. FLR. E1.. = 4(-(o7 v Q 8001. G F- 9D I \ SLALE: ° P } 1� Z -- �` ,L �.q k 405r(D A516/ 15�LE.A1.00 0� to i 3 X40 tn' 1.t1R I 0' y>fu O �• 17 \ 11 a ' P A5 95.'10 �� d 4 m ti m Aq.l2 A4.6114, I N Ab.DD A3.21 I �` ° _ I/ 20 A6 00 A152 A5• �I Z rt o o >� i 5W- M-1 6'VAV 51UB AS WJ A4.41 J 4 ` o c N N o ti A& 4T / FOR GON1 E 3ro.eR RAMP A4.00 O G.F. 6'�V.G.P 6 t 45.39 "' "' / N - ° ° I % - 10 113 44911.6. AA.H1 Q Q Q Q %/ o / F o \ �� 0541.6. -' ° J I EmL5T VC, 1 � "V•. ��ro ;, 'J A6.5q . nN OG.E 3.61 tL YA /fr.sLOV� i ao.i3 I I c /� `. �3 A1v.59 4 .. �4 . r� , r. - to q LAt.1 4I.r71 - LA1.14 AO.. -- 8^ 11JL1 S. e 4 1214 M Y 1,6.360.14 q' 43'1418, 6 °V.G.t? LE. , .1 B. 6 1� v.GP Q 13.26F5 (p �� w - ry e I S'axLE u. - ''L{r A 131 25` q U. LE. 6x151 AI y•, � _ ' \ . g ou1Le1 u. AAA 1,1, I � 3q. 6 x14 13 +.- A3 I A_ .41 A101 V4 R 1 A0.90 afi 0 13 1 Ao 4A.Zb 06. , a'S.14'1 t _ ( B l 40.33, I n, j Q 4� q A6 b1 46.51 \ ab.g2 Q P' ti I n n 4351 �P % " /Pt5L01M 3 �i A(o31a� 46 b1 p00L AA.b3 �G.E � o G.f 3 x05 R�GT. 6.1.P. A611AM8RA I � . A � \vA1ER MQM 6Ro551NG• M41 rPIZY. Na A -410 IN 60146. 43.2 A1.11o1 1 { 601,1 1VITH 6051A 4A.131 I 7 1. 36.9 d I \ ME5A SAN. 0151. 'i 9 Q 144.PA 45.07 V A63516, ti�a1 '� �� h'- 4Aaf AA.51✓ s X405.35 2 q ° ') r45v Z A5 .(o8 �ni)�p Aq a�hm '�� 5.15�o A5.i2 5.20 2 �A 4500 45.00 v 3 6-110 Gg151RUGT PEr 1'KOFIL>i 7 A v 0'6.6 o „ v ?. v j ex, -- F .. �A44b �-- -- 15 n0?1 S - 4A(oAFL. ���v A4.18EL. 45.AOEL �AS. P \ v�� ms ���� N PD01, g�3' �. EX. M. N.I,E('33•(01�) °F( \ I h� o c g SPA93s Q Q }I ex. FIIZE 44Y0VZW4T / \ r * �• Qh Z : _ ` �45.1(v (4116 \ ` k�. r' h' �(. r Z• I A5.68✓ I /�. /� 0 tiw \ Ah.ZO 45. S A511 41.61 1 �ti ah' v bh ` G- A560 1 455 A"O ,+ �o` �� a�� a ,�" l� v v ; a4.eo1.�.� / ex. 2o�� T,zE> 46 '� ahro 3 ' �D % �° q6 a �0 1 Q /I 45.20 Z .� o 1 l t ~L ti Y / (4 °� \ v p�. / 3 ph� \' �( X4520 a� r c r M �' 1 rx. rme y6rtVIGIO VAUt1_ ti r U�� \. / �\ n\ \� �Q \1 r \ '4 466 \. P `y G �Ph^ 1 �� 1 << IVd1E IMP. PLANS IPA L• / d• ` �' N o r LL �r °n �� AFB h a t r �� �Q BUILDING if s tit ' titi 8 l \ d o ���W,t ��W +, ,�V � i I � -J \ � p� ' \ p� �� � » Q <_� _ 1 `- `+ F112kf LEVEL FI EI.. � 455.50 ^g y � � Ex \vaTerz M�1eR O \N) IAt! `� \Q ✓p \ \ I �� 105 1 1 �` Ph�� Z I cQ ` -- - x•Ifi!'TREE LEGEND (SHEETS C.1 & C3 ONLY) /N A pU' ^ I 1 5 I A » � I �\ 4 \ 105 4v p \ / pIL I? 1 EXISTING CONTOUR �1 `bb.; " \ \\ 47;, / . \ hbhi �� C4546N, 4513 / (41..50) EXISTING SPOT ELEV. h��� \�� �,• � "a��l - �� Vm �'SQO I ti . 3 cs� 4 �y f -NP �SGS (A9.51 j4A.G1 FIN. SURFACE OR FIN. GRADE ELEV. �� O s �113L' \ .. Q. �`<% x•40 a �1 , 45.36 ` 5 G IZ RIDCE LINE (A pf \6.64 a T 1 �� _W a� Ri ti v -� v v s X45.25 A5.11 L 1 ' B. W. C. B. C. I. P. EX. F. G. FIN. F. L. I. E. T. C. T. C. B. T. T. D. T. W. F. H. % I o vc 11111; 45.00 45.00 - D 11146 �Ol �� �44•'Jq - > ° 3 s BACK OF WALK G r:. � � r , ✓a BI(/ 45j �, � -. I I� ��_ �49.68 � \ � Ex 3(o "TREE _ W. x 5d LINE �i �� / �4 w, lryP�A M ��� Z 43.44 Z � - -�- - �at - !.).GAJ INE 2/ �Q� V w EC. I - -� fV 1 42A3 �" 3' �r CATCH BASIN, 6X ft; ' 111461 ��� tt P h� - ` r c �\� X 4a�e - " -'� 43.11- 5 -ry 2 AI.gSFI. s B' o a �Ti I Q / j \�(` �� Y END IVALK �- i N W - \ c -.. CAST IRON PIPE °: � "J�\y' "` 1' w .INE p,/ N a \p ?2 FL, �r �� / ����/ �* 4 -�_._ � w �� A im r .. 01 VT -W -- rIG3v WATER LINt: �° hti 3jG I __ = -_ _ - _ _� T s• =� EXISTING 1 -- i1 hWVV,� �� \ JI `.. q5.5�' -- _. 43.207 �43.r7 2.10 ' A2.21 ex_F1RI.�1Y9BA!��� h 7� �. W t=. -'rw) V• '' - - l•JOIN --• ` 4 cr.91GN� 4¢/ FINISH GRADE v V �_ �o > �1/ J� Ek h �U� em,u, / } D' i i _ _ .1 _ r1NISH DRAN JO IIJL- IZ IS � FLOW LINE ��lr \ph\O1� lw - �. INVERT ELEV. ItAof TOP OF CURB 1;x151, T►ZEE5 400 R5PHILL E KpLMUy v/ v _ �x15TIM6 TI�EE5 TO REMAIN -J AKE 10 F15MAIN 1 �E PROT�6 150 IN " PI?Oi�GT I pLA6E; �_ � N TOP OF CATCH BASIN PLA6E UN r, OTNERIVI6� IND1641ED fi ='' - - --� _ y_ ON rH5 �ANDI`5W6 D\46 c) "}' �;' TOP OF TRENCH DRAIN m' TOP OF WALL i FIRE HYDRANT wj w m +Y �1 N x x � U revisions Qj q fo 8q 09ISrS9 'j195IVALIC ON KAbMUS } PkN5\VAY ON ZWI9 4ILL- ADDED M156. NOTE5 a DIMEN5100. Q A-1 .8A AP95D 60N5T 1,101963 113! Iq 60N6. 51175wAvo. i © g A4 1'6 SR A0090 COWJI, 001605 41 4Zt ,ADDED A1201110NAL OFF - 05PTE 6014451 N0156. Q 0 g GENERAL NOTES (SHEETS Cl THROUGH C3 ONLY) CO^ISTIZUCTION NOTE5(6ONTR) 1 1 I CONSTIZU6TIOW NOTES (5NEET 61 ONLY) G01J5T. DRIVts \VAY PER 611Y STD. Y= 8. 50R,N ='�1 ,x= q , �o NOTE vrIV91VAY hNAll• 1401 Bt's 6005f?0c1 v ONTIL feAffI& �i1-- CONTT. CURB PER DET. 1, SH. C3. 16 REMOVE CURB AND GUTTER BY SAW- A( INT�EO110J of REDNILL 401,t`10 NA VE t u I. FOR EXISTING SITE CONDITIONS AND BENCH CUTTING. JOIN BETWEEN GUTTER `rl till' Za CONS T. CURB PER DET. 2, SH. C3. t0 HEEJJ IN5TAL49 Arr)' OIW IN 0E(CVIGE. MARK, SEE SHEET C -2 AND A.C. REPLACE CURB AGAINST \�.p �l3 I` / O -CONS T. CURB AND GUTTER PER DET, 3, SH. C3. A. C. IF A. C. IS CUT OR DAMAGED, ��J Cam, �r ® CONST. CURB AND GUTTER PER DET. 4, SH. C3. A MINIMUM OF 3 FEET OF A. C. \ a- CONST. GUTTER PER DET. 5, SH. C3. 1 2. FOR DEMOLITION AND SITE CLEARING, SEE \4!k, , -� r g SPECIIICATIONS. SHALL 13E REMOVED AND RECON- END CUBA PER DET. 6, SH. G3. STRUCTED ADJACENT TO THE 52 \ /�� (_40.OdZG� \\ CONST. RAMP PER DET. 7, SH. C3. 3. BEFORE PROCEEDING WITH THE LAYOUT OF GUTTER. T /L\ Ql' �6FL 4oq \ \� ! 0? � B� CONTT. CATCH BASIN PER DET. B, SH. C3. CONSTRUCTION, THE SETTING OF GRADE AND Q� V 3 _/ ! �L� j ,�' dr O-- CONST. TRENCH DRAIN PER DET. 9, SH. C3. ALIGNMENT STAKES, AND VARIOUS PHASES OF Iq REMOVE EXISTING CONCRETE WALKS. / k 10 CONTT. DRIVEWAY PER CITY STD. 504. W =2V' X�A' Y•0' PORTION OF THE i �� 4i9 \�) ` \� ' ui II CONTT. SIDEWALK PER CITY STD. 402. WORK RELATED TO HIS PO PROJECT', THE CONTRACTOR SHALL ACCURATELY i'1�,^ \\ m N IZ CONTT. WHEELCHAIR RAMP PER CITY STD. 505. CHECK ALL CONTROL LINES AXES, CONTROL 20 - 12614614 RGMOVAL; REGON114UL110N PER i, 4 /.y \ \, 4Q �, 611Y OP 6051A MESA 519 - 801. ,' ' n� iq 9 46fL =� `� t+jijw 13 CONTT. MANHOLE PER COSTA MESA SAN. ME STD. 5 -100, 5 -103 & 5 -105. ELEVATIONS, AND BENCH MARKS TO VERIFY THAT THESE CONTROLLING ITEMS ARE IN 21 - IND16AtfsD 11EM IN RROPOSED SIDEWALK /APO /� �� 2/Z I \ �- IA CONTT. LATERAL CONNECTION PER COSTA MESA SAN. DIST. STD. 5 -104 -A I a -' 4Ld ��J 15 CONTT. CLEANOUT PER COSTA MESA SAN. DIST. STD. S -107 EXCEPTING AGREEMENT WITH THE DRAWINGS. SHOULD OEM loft ADIDS150 10 C,Imoe v ti i� 9F� -0` /1 /0.Y THAT CLEANOUTS IN UNPAVED AREAS SHALL BE BROUGHT TO GRAD ANY DISCREPANCY OCCUR, THE CONTRACTOR eY PACIFIC 16V 60. / / V '1,22 / 9(.�FL -- r (y REMOVE EXIST. DRIVEWAY & CONTT. TYPE "C -8" CURB & SHALL. NOTIFY THE ARCHITECT ACCORDINGLY ` / ! `410 16 22 - INDL6A1fiD ITEM 10 REMAIN. ` � �� v' a 91.E � q � - � -% -,- \. FOR INSTRUCTIONS PR10R TO COMMENCING IZ e'030 (,� GUTTER ACROSS OPENING PER CITY STD. 302 pulls t IN pLA6t . �/ pN4 �� �4t,7Z 4/ \ �` ` �) 17 CONTT. DRAINAGE OPENING I8" WIDE. WORK. IF THE CONTRACTOR PALLS TO CHECK pb / 4f THE ABOVE ITEMS FOR DISCREPANCIES AND / M,J 42��L 92 �8 DOES NOT NOTIFY THE ARCHITECT, THEN HE / / v �h �/ ` 4tg6 1 17 SHALL BEAR THE COST OF ALL RESULTING NECESSARY CHANGES RELATED TO THAT PORTION 3ri.G0 T.G. - -�� -�n% / , �i . 43 9z.a �L98 {/� ` �j 1 5 1 i �� w'` �H Or rxr war<x. / / / Pfi 1�r. 232 �, N �� _J7 -_ - - - _ SI o m 'aNNe� 90&g '� o Q q �l� ti� RF4441 N 4. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL / } 1 4zg2 92bo - 41.0 .? e° z5 W7cn5 FINISHED ELEVATIONS SHOWN ON PLAN EXCEPT (39.4Z)f6. /nQ' / a L. 4z� \`fL. �`� 9 I _ N X W E E •RIDGES FLOW LINES OR GRADE CHANGES °�° r 4? 57 w Gq 14t.�q \ 41 v' \ 9 m ' P�Ribu ®c H R / �� ) _4t.gq >t 71 FL. v N 3e 8 �r, vE�s n' OCCUR IN BETWEEN. �0 _ - _ 6p X90 / / r A378 428 A3.o5 g3.g0 / A 4zzg CDC, 9 w -�_ X17) . v w 4Z, o' v rr 39.0 F4, 5. FINISHED GRADE IN PLANTING AREAS AS INDICATED ��1 � pip' l yw A'i.1(o -� /9 � Q o o rn I r , .,` � I � � � EX. M.N. 16(33.13 ON LANDSCAPE DRAWINGS SHALL BE 2" BELOW «= �1T0��^h / �9q A`!.IT I'�' q�1/O , Q• Q m s G.I.. 2 �' � � � 2 � � q",.A4 'Ib� � � I TOP OF ADJACENT CURBS OR PAVED SURFACE / / �ww / Z 3 q Q 44.13 1 1AA 15 ^9328 I$ ELEVATIONS UNLESS OTHERWISE INDICATED, j �,♦ , q6 S 45.04 A5.50 A .5D1 4h'� Q5. I /f V s / ^� � o� /O 21:106 E EX15T• G. ALL WORT{ WITHIN STREET RIGHT OF WAYS (3q'2Z)1'lr � - - -- �� A\'� �, Oti AP .46.31 f 12t: N DRAN1 SIIAI,L BE IN ACCORDANCE WITH THE STANDARD / <V a A5.84 I N� ��� -R / p PEIZ IVATEt2 IMP. 1 JU c, Ab•b1 PLANS AND SPECIFICATIONS OF THE CITY OF ?v, � � COSTA MESA. NEW DRIVEWAYS SHALL BE �(,� = y� Nw zsr ads / / \ �0.A� / \ o \ GONti'i'RiJCTE1) PER CITY STANDARD DRAWING / tL - �^ ` ` r' e`t Vt; r m o� *1 AV pP $' F Q o \ \ N v i NO. 504• /\mom. ��v0� / 1ti IN, / Ali 1 o v _ W �hti! l� rat NLN n�olu 0 BUILDING E Q _ _ Q 3 ti �y a� 45.g2TG.t� _A_ \ 1� J N (AOmy, -- / f f R q ��_5' / k - ? �i ac1 IRbi LEVEL IN. fLAD &l .s 6.A0 _ �U s _ a t � i \M1', / �„ _ -�-✓ h�� r 0.a ,c s[' - 1 \\ �- -' / I Co tihl A I� °'ti 3" BUILDING /►� N` g j Z + I e �G0945T, LOS \c v G s FI R5T LEVEL FIN. FLR. E1.. = 4(-(o7 v Q 8001. G F- 9D I \ SLALE: ° P } 1� Z -- �` ,L �.q k 405r(D A516/ 15�LE.A1.00 0� to i 3 X40 tn' 1.t1R I 0' y>fu O �• 17 \ 11 a ' P A5 95.'10 �� d 4 m ti m Aq.l2 A4.6114, I N Ab.DD A3.21 I �` ° _ I/ 20 A6 00 A152 A5• �I Z rt o o >� i 5W- M-1 6'VAV 51UB AS WJ A4.41 J 4 ` o c N N o ti A& 4T / FOR GON1 E 3ro.eR RAMP A4.00 O G.F. 6'�V.G.P 6 t 45.39 "' "' / N - ° ° I % - 10 113 44911.6. AA.H1 Q Q Q Q %/ o / F o \ �� 0541.6. -' ° J I EmL5T VC, 1 � "V•. ��ro ;, 'J A6.5q . nN OG.E 3.61 tL YA /fr.sLOV� i ao.i3 I I c /� `. �3 A1v.59 4 .. �4 . r� , r. - to q LAt.1 4I.r71 - LA1.14 AO.. -- 8^ 11JL1 S. e 4 1214 M Y 1,6.360.14 q' 43'1418, 6 °V.G.t? LE. , .1 B. 6 1� v.GP Q 13.26F5 (p �� w - ry e I S'axLE u. - ''L{r A 131 25` q U. LE. 6x151 AI y•, � _ ' \ . g ou1Le1 u. AAA 1,1, I � 3q. 6 x14 13 +.- A3 I A_ .41 A101 V4 R 1 A0.90 afi 0 13 1 Ao 4A.Zb 06. , a'S.14'1 t _ ( B l 40.33, I n, j Q 4� q A6 b1 46.51 \ ab.g2 Q P' ti I n n 4351 �P % " /Pt5L01M 3 �i A(o31a� 46 b1 p00L AA.b3 �G.E � o G.f 3 x05 R�GT. 6.1.P. A611AM8RA I � . A � \vA1ER MQM 6Ro551NG• M41 rPIZY. Na A -410 IN 60146. 43.2 A1.11o1 1 { 601,1 1VITH 6051A 4A.131 I 7 1. 36.9 d I \ ME5A SAN. 0151. 'i 9 Q 144.PA 45.07 V A63516, ti�a1 '� �� h'- 4Aaf AA.51✓ s X405.35 2 q ° ') r45v Z A5 .(o8 �ni)�p Aq a�hm '�� 5.15�o A5.i2 5.20 2 �A 4500 45.00 v 3 6-110 Gg151RUGT PEr 1'KOFIL>i 7 A v 0'6.6 o „ v ?. v j ex, -- F .. �A44b �-- -- 15 n0?1 S - 4A(oAFL. ���v A4.18EL. 45.AOEL �AS. P \ v�� ms ���� N PD01, g�3' �. EX. M. N.I,E('33•(01�) °F( \ I h� o c g SPA93s Q Q }I ex. FIIZE 44Y0VZW4T / \ r * �• Qh Z : _ ` �45.1(v (4116 \ ` k�. r' h' �(. r Z• I A5.68✓ I /�. /� 0 tiw \ Ah.ZO 45. S A511 41.61 1 �ti ah' v bh ` G- A560 1 455 A"O ,+ �o` �� a�� a ,�" l� v v ; a4.eo1.�.� / ex. 2o�� T,zE> 46 '� ahro 3 ' �D % �° q6 a �0 1 Q /I 45.20 Z .� o 1 l t ~L ti Y / (4 °� \ v p�. / 3 ph� \' �( X4520 a� r c r M �' 1 rx. rme y6rtVIGIO VAUt1_ ti r U�� \. / �\ n\ \� �Q \1 r \ '4 466 \. P `y G �Ph^ 1 �� 1 << IVd1E IMP. PLANS IPA L• / d• ` �' N o r LL �r °n �� AFB h a t r �� �Q BUILDING if s tit ' titi 8 l \ d o ���W,t ��W +, ,�V � i I � -J \ � p� ' \ p� �� � » Q <_� _ 1 `- `+ F112kf LEVEL FI EI.. � 455.50 ^g y � � Ex \vaTerz M�1eR O \N) IAt! `� \Q ✓p \ \ I �� 105 1 1 �` Ph�� Z I cQ ` -- - x•Ifi!'TREE LEGEND (SHEETS C.1 & C3 ONLY) /N A pU' ^ I 1 5 I A » � I �\ 4 \ 105 4v p \ / pIL I? 1 EXISTING CONTOUR �1 `bb.; " \ \\ 47;, / . \ hbhi �� C4546N, 4513 / (41..50) EXISTING SPOT ELEV. h��� \�� �,• � "a��l - �� Vm �'SQO I ti . 3 cs� 4 �y f -NP �SGS (A9.51 j4A.G1 FIN. SURFACE OR FIN. GRADE ELEV. �� O s �113L' \ .. Q. �`<% x•40 a �1 , 45.36 ` 5 G IZ RIDCE LINE (A pf \6.64 a T 1 �� _W a� Ri ti v -� v v s X45.25 A5.11 L 1 ' B. W. C. B. C. I. P. EX. F. G. FIN. F. L. I. E. T. C. T. C. B. T. T. D. T. W. F. H. % I o vc 11111; 45.00 45.00 - D 11146 �Ol �� �44•'Jq - > ° 3 s BACK OF WALK G r:. � � r , ✓a BI(/ 45j �, � -. I I� ��_ �49.68 � \ � Ex 3(o "TREE _ W. x 5d LINE �i �� / �4 w, lryP�A M ��� Z 43.44 Z � - -�- - �at - !.).GAJ INE 2/ �Q� V w EC. I - -� fV 1 42A3 �" 3' �r CATCH BASIN, 6X ft; ' 111461 ��� tt P h� - ` r c �\� X 4a�e - " -'� 43.11- 5 -ry 2 AI.gSFI. s B' o a �Ti I Q / j \�(` �� Y END IVALK �- i N W - \ c -.. CAST IRON PIPE °: � "J�\y' "` 1' w .INE p,/ N a \p ?2 FL, �r �� / ����/ �* 4 -�_._ � w �� A im r .. 01 VT -W -- rIG3v WATER LINt: �° hti 3jG I __ = -_ _ - _ _� T s• =� EXISTING 1 -- i1 hWVV,� �� \ JI `.. q5.5�' -- _. 43.207 �43.r7 2.10 ' A2.21 ex_F1RI.�1Y9BA!��� h 7� �. W t=. -'rw) V• '' - - l•JOIN --• ` 4 cr.91GN� 4¢/ FINISH GRADE v V �_ �o > �1/ J� Ek h �U� em,u, / } D' i i _ _ .1 _ r1NISH DRAN JO IIJL- IZ IS � FLOW LINE ��lr \ph\O1� lw - �. INVERT ELEV. ItAof TOP OF CURB 1;x151, T►ZEE5 400 R5PHILL E KpLMUy v/ v _ �x15TIM6 TI�EE5 TO REMAIN -J AKE 10 F15MAIN 1 �E PROT�6 150 IN " PI?Oi�GT I pLA6E; �_ � N TOP OF CATCH BASIN PLA6E UN r, OTNERIVI6� IND1641ED fi ='' - - --� _ y_ ON rH5 �ANDI`5W6 D\46 c) "}' �;' TOP OF TRENCH DRAIN m' TOP OF WALL i FIRE HYDRANT wj w m +Y �1 N x x � U CITY AppxOVA� PF, DP N� revisions Qj q fo 8q 09ISrS9 'j195IVALIC ON KAbMUS } PkN5\VAY ON ZWI9 4ILL- ADDED M156. NOTE5 a DIMEN5100. Q A-1 .8A AP95D 60N5T 1,101963 113! Iq 60N6. 51175wAvo. i © 5.1•Pl41 REVw.�D eEw�R 4 A4 1'6 SR A0090 COWJI, 001605 41 4Zt ,ADDED A1201110NAL OFF - 05PTE 6014451 N0156. Q 1•10'84 I?I:VISED ME6N. "ui? gsw. r, PA. G. © I-V- 41 KEV15ED 5 `Iveg I.E. AW00 rROFILI; (& 121sP. AVIX0 T2IZIVt!\VA`( OBI co�� Noto Z3 i 1 i i f I .unsult�u)ts Regoway /Rorkovetz Associates Consulting Civil Engineers i 446 North Newport Boulevard Newport Reach. California 9266 3 Q C E, 23311 �, M � S-n9 SNowN - -•- Stroc Architects 3300 Irv-11,­- Av," xutt- 31.' Newport Beeach l.,A ;4266C', 71411 -AI -11 ;,1 I. I I. Scripps Center For + Red Hill Interests 2975 Redhill Avenue Costa Mesa, CA. Ze -84 -05 CRAbING PLAN 1- 25-84 date 1" =40' -0" scale 8JS drawn 8320 lob sheet C1 CITY AppxOVA� PF, DP N�