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HomeMy WebLinkAboutNEWPORT N PRECISE GRADING_NEWPORTER NORTH11111111111111111111111111111111 *NEW FILE* Newport N Precise Grading GRADING NOTES 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAY; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC AR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM D1785. 14. NO PAINT, PLASTER CEMENT SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURB, GUTTERS, OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020 EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. J. BETWEEN OCTOBER I AND MAY I ,EROSION CONTROL MEASURES SHALL BE IN PLACE AT " THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. 5. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTIONS 1. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OF THEIR REPRESENTATIVES. REQURED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OF THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. ,FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL" BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FIELD AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. " FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESEWE OF OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING -ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY PRECISE GRADING. PLAN TRACT NO.,,.',152,22 LOTS. lm 28 o�__���P /FOR 28 27 26 25 124 23 22 21 20 19 -STREET - - ---- "� 18 17 �� 16 15 4 1 2 3 5 6 14 7 8' 9 13 10 12 11 ROAD T BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBAIN APPROVAL OF DESIGN, LOCATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION PRIVATE ENGINEER'S NOTICE TO CONTRACTOR OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT UPON COMPLETION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY INDEX MAP PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SCALE 1" =100' THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. KNOWLEDGE THERE ARE NOT EXISTING CONTRACTOR ACTO ES EXCEPT As IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED SHOWN E THESE PLANS. THE CONTRACTOR IS REQUIRED To TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE FILL BLANKET WILL BE PLACED. UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK CONSTRUCTION NOTES: SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT Of LABOR, AND WITH THE STATE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEERING SHALL NOT BE RESPONSIBLE IN ANY WAY - FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE DOCUMENTATION WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE US. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS; 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL CONSTRUCTION SAFETY ORDERS." GROUND SURFACE ELEVATIONS, AS -GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE SHALL AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, GRADING PLAN AND STATE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS / REQUIREMENT SHALL APPLY CONTINUOUSLY AND N0� BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 2 A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER INCLUDING LOCATIONS AND ELEVATION CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER mz QUANTITY ESTIMATES O1 mz QUANTITY ESTIMATES O1 CONSTRUCT 4" PVC SCH. 40 DRAIN PIPE 2800 L.F. O2 CONSTRUCT PER NDS #101j 6" ROUND GRATE PER NDS #50 W/ 6" 201, #25 OR #300 AS APPLIES ROUND SPEED CATCH BASIN OR APPROVED EQUAL 112 EA O3 CORE DRILL (PER AREA EXISTING CURB & GUTTER FOR 4' DIA. DRAIN OUTLET DETAIL & CITY STD 184-L) DRAIN PIPE OUTLET 26 EA. ® CONSTRUCT PVC FITTINGS (45', 22.5, 90' ELBOWS). 56 EA. O CONSTRUCT 6" PVC (SCH. 40). 18 L.F. OF FIELD DENSITY TESTS SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. EMERGENCY TELEPHONE NUMERS 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF TH SITE, INCLUDING ANY NEW INFORMATION AGENCY NUMBERS DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS DTI RITTEN INCORPORATEDADIINGTHE SOUTHERN CALIFORNIA GAS COMPANY 634-0251APPROVAL CUT AS THE ADEQUACY OF SITE OR THE. INTENDED USE EE AFFECTED SOUTHERN CALIFORNIA EDISON COMPANY 895-0221 BY GEOLOGIC FACTORS. PACIFIC ECOMPANY TELEPHONE CITY OF BEACH(UTILITIES) 644-3011 FILL COUNTY SANITATION DISTRICTS 962-2411 COMCAST CABLEVISION 542-6222, AFTER 6:00 PM 542-3975 COMMUNITY CABLEVISION 720-4040 IMPORT UNDERGROUND SERVICE ALERT 1-800-422-4133 REVISION MINER' PREPARED UNDER THE SUPERVISION OF: "JNBER I DATE I INITIALS I STANDARD PACIFIC, CORP. 1565 west mamehur blu�'./cosla mesa, califorma 92626 /�14J668-4300 EARTHWORK QUANTITIES 700 C.Y. 700 C.Y. 0 C.Y. OUEq/V VICINITY MAP REDUCED SCALE CONSTRUCTION NOTES: BAY BAY OF LEGEND - DRY UTILITIES POINT OF CONNECTIONS 1a -- - CONSTRUCTION NOTES -�-- - 6" AREA DRAIN W/ 4" DRAIN PIPE AT S=0.005 (TYP) 123,4 - ROUGH GRADE PAD ELEVATION 12" DIFFERENCE BETWEEN STANDARD AND DEEPENED FRONT GARAGE FLOOR -3-R�'�- REVERSE MODELS - - M -HOME PLAN NUMBER -- -- -, SWALE DIRECTION OF CONCENTRATED FLOW HP - HIGH POINT FL - FLOWLINE FG - FINISH GRADE FF - FINISH FLOOR ELEVATION QUANTITY ESTIMATES © CONSTRUCT 12" x 12" CATCH BASIN W/ TRAFFIC GRATE. 1 EA. CONSTRUCT 4' AC OVER 6" AB. 4500 SF ® INSTALL WHEEL STOPS. 13 EA. 0 CONSTRUCT 6" THICK P.C.C. 6150 S.F. 10 CONSTRUCT SANDBAG VELOCITY REDUCER PER DETAIL ON SHEET 2. 1 L.S. 11 COSNTRUCT DOWNSPOUT TO AREA DRAIN CONNECTION 1 L.S. PER AREA DRAIN DETAIL ON SHEET 3. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.G.S. HORIZONTAL CONTROL STATION NO. 6249 BEING IN41'49'45" E PER RECORDS CURRENTLY ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. PREPARED BY QROFESSiChq MDS CONSUL T/NG No. 20596 ^ ? a Exp. 9-30-97 ) MORSE • DOKICH SCNULTZ NDS17320 Redhill Avenue. Suite 350 714 251-8821 *`J'll e, CI VIA. CALYF Irvine, CA 92714 FAX251-0516 � PLANNING ENGINEERING SURVEYING BENCH MARK SOILS ENGINEER HORIZONTAL CONTROL BASED UPON CALIFORNIA COORDINATE CONTROL SYSTEM CONE VI LEIGHTON 8L ASSOCIATES VERTICAL CONTROL BASED UPON BENCH MARK NO. 3N-56-77. 17781 COWAN STREET ELEVATION = 117.59, ADJ. 1985 IRVINE, CA 92714 (714) 250-1421 CITY OF NEWPORT BEACH PRECISE GRADING PLAN THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH. FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. TRACT NO. 15222 LOTS 1-28 NEWPORT NORTH DATE CITY OF NEWPORT BEACH PUBLIC WORKS DIRECTOR q, 32540\PGP 22- NDATE: 02-02-96 ' 1 FED 2 7.1995./- 1' QUANTITY ESTIMATES © CONSTRUCT 12" x 12" CATCH BASIN W/ TRAFFIC GRATE. 1 EA. CONSTRUCT 4' AC OVER 6" AB. 4500 SF ® INSTALL WHEEL STOPS. 13 EA. 0 CONSTRUCT 6" THICK P.C.C. 6150 S.F. 10 CONSTRUCT SANDBAG VELOCITY REDUCER PER DETAIL ON SHEET 2. 1 L.S. 11 COSNTRUCT DOWNSPOUT TO AREA DRAIN CONNECTION 1 L.S. PER AREA DRAIN DETAIL ON SHEET 3. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.G.S. HORIZONTAL CONTROL STATION NO. 6249 BEING IN41'49'45" E PER RECORDS CURRENTLY ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. PREPARED BY QROFESSiChq MDS CONSUL T/NG No. 20596 ^ ? a Exp. 9-30-97 ) MORSE • DOKICH SCNULTZ NDS17320 Redhill Avenue. Suite 350 714 251-8821 *`J'll e, CI VIA. CALYF Irvine, CA 92714 FAX251-0516 � PLANNING ENGINEERING SURVEYING BENCH MARK SOILS ENGINEER HORIZONTAL CONTROL BASED UPON CALIFORNIA COORDINATE CONTROL SYSTEM CONE VI LEIGHTON 8L ASSOCIATES VERTICAL CONTROL BASED UPON BENCH MARK NO. 3N-56-77. 17781 COWAN STREET ELEVATION = 117.59, ADJ. 1985 IRVINE, CA 92714 (714) 250-1421 CITY OF NEWPORT BEACH PRECISE GRADING PLAN THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH. FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. TRACT NO. 15222 LOTS 1-28 NEWPORT NORTH DATE CITY OF NEWPORT BEACH PUBLIC WORKS DIRECTOR q, 32540\PGP 22- NDATE: 02-02-96 ' 1 FED 2 7.1995./- 1' BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.G.S. HORIZONTAL CONTROL STATION NO. 6249 BEING IN41'49'45" E PER RECORDS CURRENTLY ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. PREPARED BY QROFESSiChq MDS CONSUL T/NG No. 20596 ^ ? a Exp. 9-30-97 ) MORSE • DOKICH SCNULTZ NDS17320 Redhill Avenue. Suite 350 714 251-8821 *`J'll e, CI VIA. CALYF Irvine, CA 92714 FAX251-0516 � PLANNING ENGINEERING SURVEYING BENCH MARK SOILS ENGINEER HORIZONTAL CONTROL BASED UPON CALIFORNIA COORDINATE CONTROL SYSTEM CONE VI LEIGHTON 8L ASSOCIATES VERTICAL CONTROL BASED UPON BENCH MARK NO. 3N-56-77. 17781 COWAN STREET ELEVATION = 117.59, ADJ. 1985 IRVINE, CA 92714 (714) 250-1421 CITY OF NEWPORT BEACH PRECISE GRADING PLAN THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH. FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. TRACT NO. 15222 LOTS 1-28 NEWPORT NORTH DATE CITY OF NEWPORT BEACH PUBLIC WORKS DIRECTOR q, 32540\PGP 22- NDATE: 02-02-96 ' 1 FED 2 7.1995./- 1' LEGEND - DRY UTILITIES .POINT OF CONECTIONS REVERSE CONSTRUCTION NOTES O1 CONSTRUCTION NOTES:_HOUSE PLAN NUMBER" (i - CONSTRUCT 4" PVC. SCH: 40, DRAIN PIPE ® S = 0.005 (TYP.) 200' MAX �2 ----- CONSTRUCT 6` ROUND GRATE PER NDS. # 50 W/6" ROUND SPEE-D CATCH BASIN PER (SEE NOTE NO. 2) --Q- 1 AREA DRAIN WITH 3 DRAIN PIPE ® S "- 0. (TYP.) OW (2% MIN.) Nos. #101, '#'201, J25 OR #300 (AS APPLIES) OR APPROVED EQUAL , r„ ' - 005 TYP. ' -�-- " - SWALE DIRECTION :OF CONCENTRATED FL 3 CORE DRILL EXIST. CURB & GUTTER FOR 4" DIA DRAIN PIPE OUTLET. PER" AREA DRAIN 123.4 ROUGH GRADE PAD ELEVATION H.P. HIGH POINT OF 'SCALE ¢ ( SANDBAGS TYPICAL '. OUTLET DETAIL"& CITY STO 184-L). o ^ o `i DIFFERENCE BETWEEN STANDARD AND DEEPENED F.L. FLOW LINE 4�} CONSTRUCT PVC: FITTINGS (45 , 22 1/Z 90 ELBOWS). a m DIRECTION of u m FRONT GARAGE DOOR. DEEPENED GARAGES MUST 'o " STREET FLOW ' MODELS HAVE A TOP OF STEM WALL ELEVATION EQUAL TO . F.G. FINISH GRADE SQ-- CONS VC. (scH.4o). ' TRUCT 6" P G.F. + 1.0' ti r c , F.F. FINISH FLOOR ELEVATION - CONSTRUCT 12"xl2" CATCH BASIN W/TRAFFIC GRATE. M c t 7�- CONSTRUCT 4" A.C. OVER C AB. x Al B W -BACK OF WALK 8 INSTALL WHEEL'STOPS 10' MIN SPACING FOR VEHICLE ACCESS N ti 9a- CONSTRUCT 6" THICK P.C.C. �p ^ t 2 \'L`� 27° o .°`l F�'' t�' 1' 2% m ^ 4. - PLAN 25 % N' 10 CONSTRUCT SANDBAG VELOCITY REDUCER PER DETAIL HEREON. \Y 2� 27 \ti° / tip 1,�00 L \�\°�Ey` �� ����ti v� �' PROPERTY LINE (TYP) N. - , i t CONSTRUCT DOWNSPOUT TO AREA DRAIN CONNECTION PER DETAIL ON SHT. 3, 2% IVry 1� ° 2 3 l ry �' 7.00' i \p 1 122. F 2i \ti �Q 122.2 H.P. 1226 H P 2% 1 •.02% 12 ' \ N v . n -SANDBAGS TYPICAL 2 BAGS MIN 1 2 B 5.00' 1.00' S.00 5. H.P. N[ \ , G• 2 c�, I `_ 12 s s.00 2 2514. TYPICAL TYPICAL 1AR f p 2A 5.00 2 ��� IN, FF = 122.8 Q4 � " �� �I .3B 1 ♦ HP. 1 ` 11F "�� SECTION ELEVATION FF = 122.8 P = 122.3 I FF - 123.0 - 2 ti` ��' FF = 123.2 �t FF _ ti1G lA N 2i 1 12 '. P = 122.3 2% % 121 4 T G. tiT� P - 122.5 L° P = 122.7 .P P - 123.4 titi FF _ \tip• a 2 0 . 2 Q 10 2 Np 1ZG• b ^"�: �U. 121.1 T.G. 2% 1 .4 .L. 121.5 T.G 122.4 = 122.9 123.E 2% 500 123' ' \22 121.1 T.G. 2 122.2 A ( NP• F� ' 120.1 F.L 2 1.1' H.P 12L' F.S. 1.1' 122.6 P = 123.1 i 3 \�Q E.D. J22.8 = 2% I 525' H.P , FF A 2 i 123.3 2% s O �• NOTES 121.9 TG 122.8 i?2.8 P. P 123.9 21 HP 1 1135 > k �• \, l.l' 122.2 F.S. 2% 121.8 T.G. 1,1' N.P. 4 \2 P ZG 2 0 Q 2 2 F,S. 723. 2e N.' 29 1. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED 2% 122.1 T.G. 120.7 F.L. 123.10 F.S. i 1, j 1 4 $ N 12 ' \ ?� . 1 1 09 T.G. 2 1 1 I E.D. FF F' ° a IN AREAS WHICH ARE PARTICULARLY SESITIVE TO SEDIMENT DEPOSITION ~ 1209 F.L. 2�° f.D. 123.I0 P 1?41 123 \22\ _\,! i 120.7 F.L. FS 122.4 iC H'P : 123 U 2%l y s 1' g,�/ 1 > �' 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES ^.r. ` GF -121.3 GF =121.3 .00' GF. =122.7 1 2 1?2.70 i.C. ]• 2 % 3 i 123,°s j p �ti�' �' " OF LESS THAN 4% SHALL BE AS SHOWN ON THE APPROVED EROSION CONTROL, PLAN.. _I2120 FL, 2 fD NP•' J23.j C t \23 F� ? 3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN GF 123.1 ON THE APPROVED EROSION CONTROL PLAN. 121.5 �• g GF = 121.9 F DO �ry 2i P r 1243 2 1L�' 123.E t 1 �1123. g XTYP %. 2 0 °d 22B'T .12d KP He' n �I� '- �t - i � ,� \�o� I^ •. 4 � g ti' 6` g _12• 2% ry � Q 1 B 7404 NSANDBAG VELOCITY REDUCER/�^/ 3 �o G . �ti = GF - - 123. \p. ��'-� 0� �9, �� M 122.4'6' ���, l.1. �235 a 124 S^ 3 Hp ��• N.T.S. 3 S FS 1?3 0 o� 1 ,\G V. � ^ "\• 3 � ^ � F3 1?,J T NP S ls3 FF` 1 s $ 1 ?9 1 ``'1\24p ti 124 (G• y 1?36TC IE ti` 1° 3 ��1 GF / ?• �2B j f p i�� 3g ! /? 12 l v ---,--------= �-�10 3 3 0 1??8 GF C ? 0 1 27 p31 TC BkP FF ` Hp t \LAG• . µ 2 P 12S, 124 Gam\ 3 �p _�_ \�`,h 3' 1 g 1 ? 1?3,?rG .� 3 TYP, 9p. 1?• 1 S18 ? ! ^ [� 3 -t229 F' ' V,y., /,'\> 3 "� ^ 3 �� . GF a 123 ?A7 TC 4 p ` r `� � NP • � \ _ ��.' '� : IV �6T }� 9 �� a� 3 ��• ��G �o S 1 GF 1.t' �2 S/ 1 5 P S �� '� o �,�'� .ti\� �14f ¢6 \2'09�' 2 ? V� o ? \ 3 3 \Z' S ??6 2?T p 1245 ,. au 'GF = % ` \� 3 \ L�F , 2 1.1' jG F3 12g 3 p . �a 122.'1 \ti o' 1 ��` 2 � � 3 G• 1G ^ f �' !? E.D. ry ? (TYP) titi GF 122.6 GF = 122.9 101 �� \tititi a s"t' I 124.5 !�T 123.10 F.L. 1F.S.4 8 2 122.4 T.G. l�l"--- -12" � o \1 3 3 / / ^ti v ti ,O 4' 6.00' 122.5 T.G. � z / ^ `\\\ ^ ti. A 07 - _ GRAOE REP 00 _ } 1 o 012271.G �� \15� 1.1 f 1234 12�� tiL 3�� 121.8 1 G E.D 122.8 27.SOij�' d?A 1241 p 9 T P. _ 1FS.3 1 .l a 122.E E.D. \2�6 r %� 1??�� fo O ry / -G 2% H.P. F 1226 122.10 T.G. F S' M J 3 p /^ TYP s 2 FF = 23.4 8 8 FF = 123.10 j N? 4 122.8 S. 3 10 3 .. 1 s( e4 •�° V 1 h = I = 122.9 FF 1 23.1 v P } 23.6 H.P. 1 !' �,' } 7? / 2� 2,3 GF 1 9 ?4.3 / s ? `S s } PPyJ\R122.6 5.00 -- � 2i 2% P 123.1 fa. GF _ S 1 ,. 3 � � � �,��!l�,S IN 16' S 26' t o i�� V R ° �/ ■ N 1 ° �p J.00 2% FS. 12 1 i23. i 0 r 9: r TYP { 1 1 1 5.00 \titi' FF H.P. 1 C N J 4,pp ? 1?3.S rC 123 3 S C F.S. /? C, 1 7 ti 2% 122.3 2 ti P3° ? 1??.g 12" //j ZG \22a\?� {i, 1>' • - �ti� \256 25 9 F 1 2r \. 122 Ep l TG 1?J 9 $ 0 8 `ry s H.P. 27 1p 1 H.P R 122.8 1234� 1 FF FS�4 \234 TG2 /o°' 12 3 3 �� 124.1 124.9 F� o �0 2% 122.5 c .00 P 12 F o 2'/- 2A 4 S � � J23 1234 1?36 1•!' ? 173.1 / •<.. w `7 ,�, 0 o F.L. V, °v 3e � P fQ 1 C G tf - � /` 1, �� � 124.5 T.G 2 ♦i 3.1 8 1G' t ! A \ c 1• 5 2% 0 121.2 se 1• 1 29, 1? F 3 F 1 \ C r 123.5 \��5SQO FF 123. rG S 24 12 p0 1� y?9 ! �°j �Q \�- \ti\5 00 k.P y \23 P 123g c� 's 11 12 �.Op ? 124.0 TG 4 3 A S`'rr9 �`S� 111 o cr j G' 4 £D. 23.8 I y •9 V L g �� '�124.6. 124.1 FF = 120.0 a' °Q3 PROPERTY LINE (TYP)H.p 3 PAD = 119.5 4, v� 2 } b" 18 H.P 4.. � 1?4. or>r .P. '/9 QpJ ti `&v \LSR 1122I0 F \ S V �4 FF ` FS. 1 �°j° fit' / �A- t 4 A ! _c � •A P ,. 11 1 4. CP � `� , � s ��° jo `� r.124 9 c r14's 3 23 �o / H:P. �� �n., SIN�1 4 ?. 124? rG 2% 5 j2j 10 F.L. %?9A �S� J s� SQ' // \'1° �, /NP • � ^.\�^ `' SQO' ?4.9 M\N `� .� ? 524.5 T. 2 'fl 090o FENCE/WALLJ1�32 " ?g t / 0 J�S6 t25.3123.6 F.L.. XS<' rye' T / \2�'Q 224 FJ 2 y24.7 1?43 1 n W x 20'-30' 5' 31'-40' 7' 41'-50' 9' 51'-60' 10.5'. 61'-70' 12' \i 124.5 \tier• f �� V 1 P 12$1 10.13' 3 123.45 �G 1 124 6h v 2% IN 1 123 4 F.L. , • �Q. SSG, q�`?�, �: / "�` 4" PVC.125 \ti�h 2 \ h 1 \24 Q 10.5' 24' 6 5 4' �o A 1-1/2" INSTALL POLY TH P TI o E YLENE LAS C JOINT 99.55 INV. ool 2% MIN p,C.C, MIN COVER MATERIAL "QUICK JOINT OR EQUAL" 9950 FL C - 4" PIPE �- NOTE: DEEPENED GARAGES MUST HAVE A STEM .. 4 � 2" 1 y NOTES; T 1, LANDINGS ARE LOCATED AT EACH DOOR OPENING WITH A MINIMUM WIDTH EQUAL TO THE DOOR WIDTH AND 36LONG. 2, WALLS AND FENCES TO BE BUILT PER SEPERATE PLANS. 3. SEE SHEET 3 FOR DWY APRON DETAILS, WHICH ARE FOR REFERENCE ONLY ,AS THEY ARE TO BE BUILT SCALE 1"=20' OFF THE STREET IMPROVEMENT PLANS, �- WALL EQUAL TO G.F. + 1 ~ K' 4" PIPE A PREPARED BY : REVISIONS PRECISE GRADING PLAN FOR ® 057 MIN. a' M D S C O U L T / N Q Ess1 Oyq NO. DATE BY APPROVED ; AREA DRAIN OUTLET SECTION A -A ®""'� 17320 Redhill Avenue, Suite 350 (714) 251-8821 oQ1yDF �` `�� G• `� NEWPORTER NORTH 's Irvine, CA 92714 FAX 251-0516 N tiQ�P N No. 20596 m PLAN SCALE TRACT 15222 N.T.S. ' '- * E><p. 9-30-97 * • 1"=20' (A PORTION OF TENTATIVE TRACT, ACT, 15011) ENGINEERING SURVEYING PLANNING , E ... s, CIVIL A \P 9lF CALIF DESIGNED T S D. .BY: DRAWNBY: CITY OF NEWPORT BEACH CHECKED BY: R.C. I DATE JULY 1995 PUBLIC WORKS DEPARTMENT SHEET Z OF 1 STANLEY C. MORSE; RCE NO. 20596 DATE K:\J08\32540\PGP22-2.DWG DA1E:02/23/96' LEGEND ¢ PVC DRAIN TO BE CONNECTED TO AREA DRAIN STYSTEM p+ h»tl .•x DOWNSPOUT PER"`"�i�I1,�Idxa!h.�).m�°'�.•,.„�.• ARCHITECTS PLAN s ' °+r, 1� I n i I �1 I '..J. wN�h1 '�I � l,r, �tr• 2 y R j FJ I22 5 1�t r P 12�.� # FI i23,0 o 1' } (! r TO i ' Ir 640 'I /ryry/ 1223 z L .r... .... .. ..... ... .............. .............. �JJ. 1 .....-.. ...•,.... ... .n.1..6 urrr nw.xr er.+o�wa !, J um Ij,. _�,, 1 i STREET j 0 TYPICAL ROOF DRAIN LAYOUT & CONNECTION DETAIL "-20' DOWNSPOUT PER ARCHITECTS PLAN TRANSITION FROM DOWNSPOUT TO ¢" PVC DRAIN PIPE 4" OPENING F.F. �/\ / i \ '� 6" MIN 4 PVC AREA PVC DRAIN SYSTEM DOWNSPOUT DETAIL N.T.S. F.F. 3".MIN .1% MIN_ TYPICAL F.F. TO OUTSIDE CONCRETE RELATIONSHIP N.T.S. F,S, F.F. 6" MIN 2% MIN N TYPICAL F.F. TO DE F.G. RELATIOl' N.T.S. _. PL 5' MINIMUM GARAGE 4" PCC GARAGE 5' MIN PL 5' MIN FLOOR � DOOR STOOP FINISH vw GRADE � P 2% MINIMUM- �� I 1 2 3 w PL VARIES p iN °'° a 2% MINz MIN ,a CONCRETE BLOCK WALL 20% MAX z c, OR WOOD FENCE. SEE 3'_TYPICAL z WALL NOTE BELOW. \ I FF m io Z m y9 15' MAX ° o �cm 296 WEYAM _ �_ _ 2% MIN FF 4'-0" w z m PL J.-- - 20%x TOP OF BERM IF a .5' MINIMUM - - - - - - - - - NO WALL IS USED LS N VARIABLE THICKNESS PCC o 2% MIN 2 - -'------% MN - FLOOR GARAGE DOOR STOOP � MIN 2 20% MAX °2% MINIMHU Q I 1 OPTIONAL REAR WALL 4" '•y VARIES OPTION IF PAD DIFF. IN LIEU OF BERM MIN. I ° IS 1'-0" OR LESS :; AT TOP OF SLOPE 4. GRA E (NO COMMON SWALE) BERM/REAR YARD GRADING NTS N.T.S. GREATEN T1HAN 2% SMYAO SECTION "A- A" SIDEYARD GARAGE DOOR STOOP DETAIL NTS MEN REMOVING EXISTING SIDEWLK, CLRB RND GUTTER, SRWCUT RAID BEHOVE TO NEWEST EXISTING JOINT IF WITHIN 5 FT. BEYONII OPENING. I I I i 1 n I WAEAED PLACE JOINT " I 1!I I OR COLD JOINT j P.C. C. RPPRORCN yl cnl GUTTER REMOVE RAID REPLRCE A I CI RB LINE IF 5' OR LESS (T1P) r EXISTING JOINT PLAN .. CRRGl, OR 3TJW CLRB OPENING FOR B'C.F. 4' FFPRORCN BOTTOM (W) 4' FOR 6 "C. F.. 3' MIN. 24' * INX. 35' - 3 X X TOP OF UP I/2 LROP 4 'V 14' IF OI1E MY GUTTER C ELEVATION -; - 2w MRrcH EXIST. SIaDfLK�� VRRIES VA47RLLE SIDEARK 114 • PER FT. i �I • 6•THICK 1;PC'C. ERTM WITH RSf RLTIC CONCRETE RS REOUIRED • SECTION A -A FOR NoN-�D PR"`�L NOTES:. 1. CONCRETE ShML BE 560-C-3250. 2. SLOPED "X• RRERS RND SLOPED DRIWWYS SHILL. hRVE R COWSE BY" FINISH. 3. 'W' S41L BE R MIMI" OF 10' OR R MRXI" OF 20' EXCEPT IN CRSE OF RN ENCLOSED TWEE CPR GM7RGE WHERE "W" MY EOLM 25' OR 32' FOR R 4 OW GWFa. - REV. 9193 C II TY OF NEWPORT BERCH PUBLIC WORKS DEPRRTMENT ff'ov": v J. {L- /�� DIRECTOR OF MMIC NORRS RESI DENT I AL DRIVEWAY R.C.E. NO. 12806 APPROACH TYPE I LPTE ZB Sep 1993 SIRE N. T.S. H. CnRCIR STD-162-L a o SHEET N FLOW N PLACE ONE ROW OF SAND BAGS FENCE sez��3o 1�v 30 N�=Ji O 2 BAGS HIGH AT LOT LINE. WALL SEE EROSION CONTROL NOTES otzi GF = 121.4 t2ts N Z F.G. l I • 122.3 GF = 122.3 I F.G. 5.00' 5.00' FENCE WALLS Iry �I 12% ► ���Q• �� FS• 2 121.4 8.50, 2% 122.0 MIN T.G. :2% L �y 1.1' . H.P. E.D:' 121.3 I WALL122.0 122.3 12F.S5 121.45 F.S. F,G- 122.4 F.G. 121.6 F,G. F.G. 122,65 H.P. I 1,1 F.S. 1%� . + 122.55 F122.3 2 E.D.2%. F.S: J 122.4122.3 y 4 >iF.G.F.G. N 121.15 T.G. 2 FG 2% FF = 122.9 2% c 2% _ 12% P = 122.4 t2% FF = 122.8 MIN MIN A /� A 5.00, A P = 122.3 3H 2CR ��, 5.00' y� 2% I 2% 122.65 ti 2% '•�' ��, F.S. 2% 122.55F.S.MIN S. i% 2'� �I� ,�L° N z1% �G c "G• �� MIN Z 3' � Z 1/ c N I TYP 2 i 2% 2% o 121.6 T.G. 121.3 T.G. V �R Q• 2 �O se�z 2 120.50 F,L. 120.5 F.L. 2 N 122.3 122.3 122.4 V 122.4 F.G.. F.G. F.G. F.G. FENCE WALLS TYPICAL LOT GRADING AND MODEL BUILD OUT.. 1" - 10 PL 5' MIN Li u u 4' 3' u ED (EXTRA DEPTH FINISH FLOOR FOOTING) AS SHOWN u u ROUGH GRADE LEVEL' 219,g 40 WALL OPTION _ LU J * 5' SIDEYARD ONLY �J DEEPENED FOOTING NTS 1ti% ' waifs WAILS DENOTES ADDITIONAL ELEVATION -- DIFFERENCE BETWEEN STANDARD FRONT t " - GARAGE FLOOR & - - s.- DEEPENED FRONT GARAGE FLOOR. ALSO DENOTES EXTRA DEPTH THAT THE GARAGE FOOTING MUST BE DEEPENED. EXTRA DEEPENED GARAGE FLOOR DETAIL N.T.S. �m N❑TESI 1, LANDINGS ARE LOCATED AT EACH DOOR OPENING WITH A MINIMUM WIDTH EQUAL TO THE DOOR WIDTH AND 36' LONG, 2, WALLS AND FENCES TO BE BUILT PER SEPERATE PLANS, FOR REFERENCE ONLY DWY. APPROACH TO BE BUILT OFF OF STREET IMP. PLANS . 5 DATE:01 /O8/96