Loading...
2011-10839 G (Plans)GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUC71ON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPEC710N. 2 THE SOILS REPORT TITLED ' REVISED GEOLOGIC AND GE07ECHNICAL ENGINEERING EVALUA710N, PROPOSED CRITICAL CARE BUILDING (CCB) SCRIPPS MEMORIAL HOSPITAL' AND 'REVISED GEOLOGIC AND GE07ECHNICAL ENGINEERING EVALUATION, PROPOSED CENTRAL ENERGY PLANT (CEP) SCRIPPS MEMORIAL HOSPITAL' PREPARED BY KLEWFELDER WEST, INC. DATED JULY 31, 2007 AND 'RESPONSE TO CITY OF OSHPD REVIEW COMMENTS AND GE07ECHNICAL REVIEW OF CIVIL/STRUCTURAL PLANS PROPOSED CRITICAL CARE BUILDING (CCB) AND CENTRAL ENERGY PLANT (CEP) SCRIPPS MEMORIAL HOSPITAL" DATED SEPTEMBER 15, 2010 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA7101VS AND SPE04FICA71016 CONTAINED IN SAID REPORT. J. APPROVAL OF THIS PLAN DOES NOT COI IITUIE APPROVAL OF SIZES LOCA71ON AND TYPE OF DRAINAGE FAC41.177ES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN COIVJJNC71ON WITH IMPROVEMENT PLANS ,d 1! � "A: ,. 7 G. ..:. �: 3�1P1� ►1�G;�C1'l�li��i1��1:71►I1dC61 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU71ONS REQUIRED TO PROTECT ADJACENT PROPER71ES DURING GRADING OPERA 710110S. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 COIVD17101V EVS77NO PRIOR TO GRADING 6. 714E DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICE$ INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL 7H STANDARDS LAWS AND REGULA71ONS 8. GRADING AND EQUIPMENT OPERA71NG WITHIN ONE -HALF () MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 7.30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERA71ONS SHALL COMMENCE UN71L A PRE - GRADING MEE7ING HAS BEEN HELD ON97E WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITIEE THE PRE -GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CAVING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUC71ON 97E WITHIN THIS PROJECT THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL COND17IONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CER71FICA71ON SHALL BE PROVIDED ST471NG. 'THE GRADING UNDER PERMIT NO. 10839 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 114E ATTACHED AS- GRADED PLAN'. 7HIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERA71ON. GRADING NOTES 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIREC710N. HE/SHE SHALL OBSERVE AND TEST 714E EXCAVA71ON PLACEMENT AND COMPAC77ON OF FILLS AND BACK FILLS AND COMPAC71ON OF TRENCHES HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLE71ON OF GRADING OPERA7101VS HE /SHE SHALL STATE THAT OBSERVA77ONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVA7101VS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES 70 PROVIDE POS171VE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE 70 ADJOINING PROPER71ES OR TO FINISHED WORK ON THE S17F AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESIHLY GRADED AREAS UN71L SUCH 71ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. J. ALL AREAS 70 BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEN COMPACTED 70 A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT 774E FILL IN STRICT ACCORDANCE WITH THE SPECIFICAIIONS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 70 PRODUCE SM007H SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVA7101VS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES R007S AND 07HER WATER MATTER EXPOSED OR EXCAVA71ON OR EMBANKMENT SLOPES WHICH ARE LIABLE 70 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO PLANS FOR TH'E CONSTRUCTION OF SCRIPPS MEMORIAL HOSPITAL CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) IN THE CITY OF ENCINITAS LEGAL DESCRII PARCEL 11: 258- 241 -32 AND 33 ALL THAT POR71ON OF LOTS 1, 2 AND 3 OF ENCINITAS HOSPITAL SUBDIVISION ACCORDING TO MAP 774EREOF NO 7709 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JULY 20, 1973, PARCELS 1 AND 2 OF PARCEL MAP NO. 3787 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 15, 1975, PARCELS 1, 2 AND 3 OF PARCEL MAP NO. 12961 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 21, 1983, PARCEL 1 OF PARCEL MAP NO. 836 FILED W THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 25, 1972, PORTIONS OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, ALL IN SEC71ON 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ALL IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PAR71CULARLY DESCRIBED AS FOLLOWS' BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 2 OF SAID PARCEL MAP NO. 12961, THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL SOUTH 8339'35' WEST 177.27 FEET, THENCE NOR7H 893023' WEST 208.19 FEET,• THENCE SOUTH 01'0243' WEST 50.00 FEET, THENCE NORTH 81 WEST 62227 FEET,• THENCE NORTH 01'01'53' EAST 1329.18 FEET, THENCE NORTH 01'01'23' EAST 850.91 FEET, THENCE SOUTH 8856'18' EAST 25.00 FEET, THENCE NORTH 701 EAST 4340 FEET, THENCE SOUTH 1921'52' EAST 674.65 FEET, THENCE SOUTH 297446" EAST 268.69 FEET; THENCE SOUTH 2924'46' EAST 332.13 FEET, THENCE SOUTH 27'30'28' EAST 600.26 FEET, THENCE SOUTH 13'30'36' EAST 451.36 FEET TO THE POINT OF BEGNNINO EXCEP77NG 7HEREFROM ALL WITHIN PARCEL 2 AND A PORNON OF PARCEL 1 OF PARCEL MAP NO. 3787 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 15, 1975, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AND MORE PAR71CULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID PARCEL 2, THENCE ALONG THE WEST SIDE OF SAID PARCEL 2 TO AND ALONG THE WEST SIDE OF PARCEL 1, NORTH 01'11'53' EAST 216.00 FEET, THENCE LEAVING SAID WEST LINE, SOUTH 8973'12' EAST 100.00 FEET- THENCE SOUTH 0101'53' WEST 150.00 FEET,' THENCE SOUIH 8913'12' EAST 69.00 FEET- THENCE SOUTH 01101'53' WEST 66.00 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF SAID PARCEL 1, THENCE ALONG SAID SOUTH LINE TO AND ALONG THE SOUTH LINE OF PARCEL 2, NORTH 8973'12" WEST 169.00 FEET TO 7HE POINT OF BEGINNING. 1, KEWN CRENNAN, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL COND171ONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR DIREC71ON ON JULY 31, 2007. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH OUR RECOMMENDA710NS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, WE HAVE REVIEWED THESE GRADING PLANS AND CER7IFY THAT THE RECOMMENDA71ONS INCLUDED IN THE ORIGINAL SOILS REPORT, AND ALL FOLLOWING ADOENDUMS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIRCA71ONS IQ MTbL. 0. Cy 6295 FERRIS 3QUARE, SLI C SAN OIEGO, CA 91121 W. 2649 / €XP. 12131!13 BY 3/ /SSAC 8 l�ll�"l, GE 2M - DATE d}�°TECli LICENSE - EXPIRES 12 -31 -2013 t}FCAi0, AS TO LEAVE THE AREAS THAT HA VE BEEN CLEARED WI 7H A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL EARTHWORK SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR 70 THE CUT QUANI111ES: 570 C.Y. DISPOSAL OF SUCH MATERIAL. FILL 1AN77 MX'. 3 560 C Y 1lneepo®e 8a loe Alert Ca mm YOU m 4912 7'422 !li i—eoo 422-41; �w cmram mom REVISIONS IMPORT $990 CY. THE EARTHWORK QUAN7171ES SHOWN ABOVE ARE GEOMETRIC QUAN7171ES ONLY AND ARE CALCULATED FROM THE EXISTING GROUND CONTOURS ON THE PROJECT 97E. THE ABOVE QUAN7171ES DO NOT CONSIDER STRIPING OF SURFACE PLANT MATERIALS, THE REMOVAL OF ROOTS ETC GRADING QUAN7171ES ARE GEOMETRIC ESTIMATES FOR PERMIT PURPOSES SDWD W11 -150 ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUAN7171ES. WTI& LI' Me _1w, I. THE EXISTENCE AND LOCA71ON OF UNDERGROUND U71LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U71LI71ES EXCEPT AS SHOWN ON THESE PLANS; HOWEVER. 714E CONIRAC70R IS REQUIRED TO TAKE DUE PRECAU71ONARY MEASURES TO PR07ECT ANY EXISTING U71LI71ES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY 70 CONTACT THE FOLLOWING OWNERS OF SAID U77LI77ES OR STRUCTURES PRIOR 70 ANY EXCAVA710N, FOR VERIRCA77ON AND LOCA71ON OF U71LI77ES AND N071FICA71ON OF COMMENCEMENT OF WORK.' A. SEWERS CARDIFF SANITA71ON DISTRICT (760) 633 -2770 B. GAS AND ELECTRIC - SDG&E (800) 422 -4133 C. WATER - SAN DIEGUI70 WATER DISTRICT (800) 422 -4133 D. TELEPHONE - PAC BELL (800) 489 -3441 E. CABLE TV - DANIELS CABLE VISION (760) 931 -7000 F. UNDERGOUND SERVICE ALERT (800) 422 -4133 2 CONTRACTOR SHALL NOIIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR 70 BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770 J. THE CONTRACTOR SHALL GIVE 24 HOURS N0710E ON CALLS FOR INSPECTION. PHONE.' (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC7ION WILL BE SUBJECT TO RE EC71ON AND REMOVAL It 1\ ►� THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC710ES OF THE ENGINEER'S TRADE OR PROFESSION. 7HE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULA71ONS REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC DV71TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DE7ERMINA710N BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC71NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PARKS AND RECREATION PUBLIC WORKS DEPARTMENT REVIEWED BY: Y : REVIEWED BY., REVIEWED BY: . - //� I ► 11 I aB SHEET 6 if ZI DATE: D T, I DI D TE SIGNATURE ES 2D S AFTER — DETAILS SHEET 10 — TRAFFIC CONTROL/STAGING PLAN SHEET 11 I APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT 3191111. CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY: 4 IS CORNER OF CONCRETE DROP INLET ON NORTH SIDE HORIZONTAL i j�V OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY AS SHOWN ' 3 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. 2.5' BRASS DISC ENC -48 VERTICAL AS SHOWN IZII f' I IS /1 I 2004 ELEVATION IS 173.376 NAVD 58 A.E. c3 No. C48358 ' jExp. 6 -30 -2012 J!a, CIVIt- I SHEET SHEET 1 INDEX — TITLE SHEET SHEET 2 — KEY MAP AND NOTES SHEET 3 — DEMOLITION PLAN SHEET 4 — GRADING AND DRAINAGE PLAN SHEET 5 — EROSION AND SEDIMENT CONTROL PLANS SHEET 6 — PRIVATE U77UTY PLAN SHEET 7 — SITE PLAN /HORIZONTAL CONTROL AND PAWNG PLAN SHEET 8 -9 — DETAILS SHEET 10 — TRAFFIC CONTROL/STAGING PLAN SHEET 11 — ANCHOR WALL NOTES SHEET 12 — ANCHOR WALL SEC77ON AND DETAILS ENVIRONMENTAL REQUIREMENTS: HAULING OF CONSIRUC71ON MATERIAL (EXCLUDING HAULING OF HEAVY EQUIPMENT) ON DEVONSHIRE DRIVE SHALL BE PROHIBITED. SEE SHEET 10 OF 10 FOR ADD17IONAL N07ES _ENVIRONMENTAL DATA: 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A 2. MAXIMUM VER71CAL DEPTH OF CUT = 7.0' J. MAXIMUM WR71CAL DEPTH OF FILL = 6.0' 4. AVERAGE DEPTH OF CUT = 570 C.Y. X 27/22,600 SF. =0.7' 5. AVERAGE DEPTH OF FILL = 3,560 CY. X 27184800 SF. =1.1' NEDES STA TEMENT WDIDJ 9 37C362168 DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 DWO (N.P.D.E.S GENERAL PERMIT NO. CAS000002). WASTE DISCHARE REQUIREMENTS FOR CONSIRUC71ON AC71V17Y, IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACIIW77ES AND A COMPLETE AND ACCURATE N0710E- OF- INIENT (1101) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS MIEN RECEIVED, FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WIZEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWIVER(S) OF ANY POR71ON OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO.IP83q -G AND BY THE SWRCS ORDER NO. 99 -08DW0 AND ANY SUBSEQUENT AMENOMEHIS THERETO STALL COMPLY WITH SPECIAL PROW90N AS SET FORTH IN SECTION C.7 OF SWRCB ORDER NO. 99- 08DWQ. JOHN ARMSTRONG PRINTED NAME OF ABOVE PERSON CORPORATE SENIOR VP, SUPPLY CHAIN MGMT/FD & C 717LE OWNER'S CERT/FICA TE IT IS AGREED THAT FIELD COIVD17IONS MAY REQUIRE CHANGES 70 THESE PLANS IT IS FURTHER AGREED 714AT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALIERA7101VS OR ADD17101VS 70 THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE ' NECESSARY FOR AND DESIREABLE FOR THE PROPER COMPLE7101V OF THE IMPROVEMENIS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC71WTY AND ADVISE OF THE COMPAC71ON AND STABILITY OF THE SITE BY ARMSTRONG If C PORTS SENIOR VP, SUPPLY CHAIN MGMT/FD & C SCRIPPS HEAL 7H 10130 SORRENTO VALLEY ROAD, SU17E C SAN DIEGO, CA 92121 (858) 567 -4400 Latitude 33 5355 Mira Sorrento Place San Diego, Ca. 92121 858-751-0633 t: PLANS PREPARED UNDER SUPERVISION OF DATE: 11 IN �� R.C.E. NO. C48358 ENGINE/ per, 6 -30 -2012 STEVEN C. KETiLER APPROVALS REVIEWED BY. '(Ep- / MASIH MAHER. C42519 DATE: 12- I9 / 11 J"ENCE A. WATT PUBLIC WORKS DIRECTOR DATE: L^ It WORK TO BE DONE THE GRADINGS CONSIST OF 7HE FOLLOWING WORK 70 BE DONE ACCORDING 7O THE PLANS THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICA770105 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC710114. GRADING SHALL CONSIST OF CONSTRUC7101V OF ALL CUTS AND FILLS SHOWN ON THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS ALL GRADING DETAILS SHALL BE IN ACCORDANCE WITH 7HE CITY OF ENCINITAS GRADING ORDINANCE. STANDARD SPECIFICATIONS 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2006 EDITION (GREENBOOK), DOCUMENT NO. AEC1231061, FILED DECEMBER 31, 2006, INCLUDING THE REGIONAL AND CITY OF SAN DIEGO SUPPLEMENT, DOCUMENT NO. AEC12JI06Z FILED DECEMBER 31, 2006. 2 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 EDITION, AS AMENDED FOR USE IN CALIFORNIA), DOCUMENT NO. AEC1231064, FILED DECEMBER 31, 2006. J. STATE OF CALIFORNIA, DEPAR774ENT OF TRANSPORTATION, STANDARD SPE04FICA7101I DOCUMENT NO AECO925062, FILED SEPTEMBER 25, 2006. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS STANDARD DRA WINGS 1. CITY OF SAN DIEGO STANDARD DRAWINGS INCLUDING ALL REGIONAL STANDARD DRAWINGS, DOCUMENT NO. AEC1231063, FILED DECEMBER 31, 2006. 2 STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTA770N, STANDARD PLANS DOCUMENT NO. AEC0925061, FILED SEPTEMBER 25, 2006. J. WATER AGENCIES STANDARD DRAWINGS LEQOQ EXISTING SYMBOL W EXISTING CABLE 7ELEW5ION LINE CTv EXIS71NG TELEPHONE T EXIS71NG EDGE OF PAVEMENT EXISTING CONTOURS EXIS71NG GRADE ELEVA71ON 1 ° %�� 00� EXIS71NG CURB & GUTTER rn EXISTING CURB i EXIS71NG SIDEWALK of EXISTING PEDESTRIAN RAMP EXIS71NG S70RM DRAIN PIPE EXISDNG STORM DRAIN CLEANOUT a EXISTING STORM DRAIN CURB INLET =2 = o EXISTING STORM DRAIN CATCH BASIN = = EXIS71NG STORM DRAIN HEADWALL — EXIS71NG WATER - m EXISTING FIRE HYDRANT? - rn EXISTING GATE VALVE _. EXIS71NG BLOWOFF EXISTING MANUAL AIR VALVE p3 EXIS71NG WATER REDUCER EXIS71NG SEWER — I EXIS71NG SEWER MANHOLE — N EXIS71NG SEWER LATERAL CID EXIS71NG GAS GAS Q 0 EXISTING PARKING STALL EXIS71NG ELECTRIC - - m EXIS71NG PARKING LIGH7ING t� EXIS71NG STREET LIGHTS EXISTING RETAINING WALL g EXIS77NG TREES N EXIS71NG SLOPES 5) I m EXISTING TOP OF CURB EL.EVA71ON 13g EXIS77NG CHAIN LINK FENCE a 0 EXIS71NG STEPS < W EXIS71NG BROW DITCH C=> N v IMPROVEMENT STANDARD /NOTES SYMBOL PROPERTY BOUNDARY RIGHT OF WAY LINE N 1�1a FINISH GRADE CONTOURS < o tO a PROPOSED SLOPES (21 MAX) Q -- + SEE SHEET 2 OF 12 FOR CONTINUATION am OF LEGEND a w sus, 4L � w DATE CASE NO. 06 -066 MUP /DR /EIA /CDP 5 AS APPROVED PER PC RESOLUTION =a) NOS. 2009 -10 AND 2009 -11. o AS —BUILT ENGINEER OF WORK SUSMP /BMP STATUS N W PRIORITY PROJECT U MAINTAINED BY: SCRIPPS HEALTH \ PRIVATE STORMWATER MAINTENANCE o � EAR06NSOHN RCE r10. 3'15814 DATE AGREEMENT I oq j3o116 DOC.31)_OGZ.bBii _ DATE Nov_. 1 9fl CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. o 0 TITLE SHEET a a SCRIPPS MEMORIAL HOSPITAL 10839 —G 5m CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) � � 354 SANTA FE DRIVE (n WORK PROJECT NO. 06 -066 MUP/OR/EIA /CDP SHEET 1 OF 12 V) FAW"m 0100'� sy M depomd 8 e Abet cut mm YOU m i -eoo 422-41; ,.o me mas,00 m REVISIONS KEY MAP SCALE. 10 = 60' SD WD WATER NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL NIORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2 UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 3. WHERE ELEV/A71ONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CEN7ERUNE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RE9DEN7IAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM 714E CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 7 INSTALL FIRE HYDRANTS 25 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN, 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVA71ON NIHIN EXISTING CITY RIGHTS -OF -WAY. 10. THE DISTRICT REQUIRES THAT COMPAC71ON TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGH7S -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO 7HE SAN DIEGUITO WATER DISTRICT OFFICE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPEC71VE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS 12. THE CONTRACTOR SHALL N071FY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 909 PRIOR FD PIPE INSTALLATION. 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS71TUTE A REPRESENTA77ON AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. APPROVED DATE REFERENCES DATE BENCHMARK 0087 -G 9-28-06 q7Y OF ENCINITAS BENCHMARK ENC -48. NORTHWE'. 10305 -G 2 -3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE SANTA Z AT THE NORTHERAST RYETUTRN OF INTERSTATE HIGHWAY INTO SCRIPPS M MORI/ HOSPITAL, ENCINITAS. 2.5" BRASS DISC ENC -48 2004 ELEVATION IS 173.376 NAVD 88 tp � r».4 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO 7HE DISTRICT'S S47ISFAC71ON AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT- OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL 7ES71NG OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 17. MINIMUM HORIZONTAL SEPARA77ON OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 18. U71LI71ES 70 MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES; ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 21. USE THE FOLLOWING VARIOUS COMBINA71ONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS DO NOT BEND PIPE BETWEEN COUPLINGS SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE NTH DEFLEC71ON COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLEC71ON COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS 017H DEFLEC77ON COUPLINGS FOR ALL RADII BETWEEN 270 FEET 70 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLEC71ON COUPLINGS ON EACH END OF THE CHORD AND CON71NUE THIS COMBINA71ON1 THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE 22. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 23. ALL COPPER TUBING USED FOR AIR RELEASES; BLOW OFF$ AND SERVICES SHALL BE PROVIDED WITH CATHODIC PR07EC77ON IN ACCORDANCE W17H WC -17 OR WC -16. SCALE d HORIZONTAL I = (00 VERTICAL NoA1E PLANNING AND BLDG. DEPARTMENT REVIEWED BY: Iz is 11 ATE. IFESS No. C48358 ' Exp. 6 -30 -2012 PLANS PREPARED UNDER SUPERVISION OF DATE: I! lv �� R.C.E. NO. C48358 ENgN EXP. 6 -30 -2012 STEVEN C. KETTI EI? r' rr� ABBREWA TONS LEGEND (C AC = ASPHALT CONCRETE IMPROVEMENT STANDARD /NOTES SYMBOL PVMT = PAVEMENT PCC = PORTLAND CEMENT CONCRETE PROPOSED TOP OF WALL ELEVA7101V 7W. 154.00 UP = GUTTER UP PROPOSED TOP OF FOOTING ELEVATION IF 150.00 X -GTR = CROSS GUTTER EP = EDGE OF PAVEMENT RETAINING WALL (PER SEPARATE PERMIT -SEE BLDG DEPT. PLAN NO. 06 -351) TC = TOP OF CURB 6" TYPE G CURB AND GUTTER (G -2, G -10, G -11, SDG -100) FL = FLOWUNE INV = PIPE INVERT 6" CURB (G -1, G -10) TB = TOP OF BERM BC = BEGIN CURB P.C.C. SIDEWALK (G -7, G -9, G -10, G -11, SDG -100) EC = END CURVE FH = FIRE HYDRANT PROPOSED DAYLIGHT LINE R/W = RIGHT OF WAY ST LT = STREET LIGHT PROPOSED PED RAMP SDRSD G -27 BCR = BEGIN CURB RETURN ECR = END CURB RETURN PROPOSED TOP OF CURB 1 (72.89) = EXISTING ELEVATION ELEVATION PCR = POINT OF REVERSED CURVE 1gA. (R) = RADIAL BEARING PROPOSED SPOT ELEVATION WRT = VERTICAL HORI Z. = HORIZONTAL CATCH BASIN WITH GRATED INLET (PRIVATE) El SDRSD = SAN DIEGO REGIONAL < .. STANDARD DRAWINGS CROSS GUTTER - SDRSD G -12 EXIST. = EXISTING READ. = REQUIRED STEM WALL (REFER TO ARCHITECTS PLAN SET) PVC = POLYVINYL CHLORIDE PIPE PP = POWER POLE EXISTING BIO -SWALE TURF PER DWG NO. 0087 -G - CMP = CORRUGATED METAL PIPE CAB = CRUSHED AGGREGATE BASE PROPOSED BIO -SWALE TURF SEE DETAIL 12, SHT 9 ARHM = ASPHALT RUBBERIZED HOT MIX WAS = WATER AGENCIES STANDARD WTR = WATER PROPOSED PARKING STALL STRIPING SWR = SEWER IG = TOP OF GRATE PROPOSED STORMDRAIN PROPOSED STORM DRAIN HEADWALL SDRSD D -30 KEY MAP LEGEND PROPOSED STORM DRAIN CATCH BASIN SDRSD D -7 - - dAAN WAR NMI FlLTERRA UNIT SEE DETAIL 8, SHT 8 - SHEET LIMIT Pam mm mi PRIVATE STORM DRAIN (PVC & RCP - PRIVATE) - - PROPOSED SEWER (SIZE/TYPE PER PLAN) PROPOSED SEWER MANHOLE SDRSD SM -01 F31SHEET NUMBER PROPOSED SEWER CLEANOUT SDRSD SC -01 ©'0- PROPOSED SEWER LATERAL SDRSD SS -01 0S - PROPOSED WATER LINE (SIZE/TYPE PER PLAN) W FIRE HYDRANT (W.A.S OF-01, WF-04) PROPOSED 4" WATER SERVICE (WAS. WS- 04) W� - -Z PROPOSED 6" FIRE SERVICE (WAS WF -05) PROPOSED 2" COPPER WATER (W.A.S. WS -02; WC -17) o- IRRIGATION SERVICE PROPOSED 2" RECYCLED WATER �-- FOR IRRIGATION PROPOSED BACKFLOW PREVEN7ER (WAS WR -02) A3DC0® PROPOSED GATE VALVE (WAS WV-01) -- ®- PROPOSED WATER METER (WAS WS -05) W TRENCH RESTORATION APPROVALS REVIEWED BY- ,1A ^^ �A • to MASIH MAHER, C42519 DATE: I Z/19111 60 0 60 120 SCALE IN FEET GRAPHIC SCALE CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. KEY MAP AND NOTES t7tE SCRIPPS MEMORIAL HOSPITAL 10839 -G A. WATT CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) RKS � DIRECT 354 SANTA FE DRIVE Z 0 DIRECT OP PROJECT NO. 06 -066 MUP/DR/EIA /CDP I SHEET 2 OF 12 ASawfSUIL .......... :...::: _ LEGEND m I LIMITS OF AC PAVEMENT REMOVAL LIMITS OF - I BIO SWALE REMOVAL E LIMITS OF DEMOLITION 1 LIMITS OF CURB REMOVAL ETI�iG:':: IOITRL .•.•.....•.•......... W 0 F _ W W z z d i U EXISTING 20' DRAINAGE EASEMENT PER ( RECORDED 8 -31 -10 s j EX - 72 SO -�1I TAP 7709 DOCUMENT NO. 2010 - 0455843 DEMO NO TES: A CP'S WATER NOTE: O EXISTING 8' SEWER TO BE REMOVED �� EXISTING PUBLIC STORM DRAIN TD REMAIN IN PLACE O EXIS77NG BROW DITCH TO BE REMOVED Q EXISTING RETAINING WALL TO BE REMOVED ® EXISTING PRIVATE STORM DRAIN TO REMAIN ASBESTOS CONTAINING PARTICLES ARE CONSIDERED A HAZARDOUS MATERIAL. ACCORDINGLY, THE DISTRICT DOES NOT ALLOW 7HE CUT 17NG OR OTHER MANIPULA71ON OF ASBESTOS PIPE WHICH CREA7ES SUCH PARTICLES 7HE CONTRACTOR O EXISTING SEWER MANHOLE TO BE REMOVED O EXISTING PUBLIC STORM DRAIN CLEANOUT 70 REMAIN IN PLACE Q EXISTING PED RAMP TO BE REMOVED O O PI FULLY RESPONSIBLE FOR TAKING THE NECESSARY MEASURES AND PRECAUTIONS WHEN WORKING WITH ASBESTOS 1Z 34 EXISTING SEWER LATERAL TO REMAIN IN PLACE 48 EXISTING PUBLIC STORM DRAIN TO BE REMOVED PIPE. OEXISTING MOW CURB TO BE REMOVED @ EYIS77NG STRIPING TO BE REMOVED Q EVS77NG CURB AND GUTTER TO BE REMOVED Q EXISTING RISER 70 BE REMOVED ® EXIS71NG PUBLIC STORM DRAIN CLEANOUT TO BE REMOVED FRIABLE ASBESTOS- CONTAINING MATERIALS (ACM)) ARE REGULA7ED AS A HAZARDOUS WAS7E AND MUST BE ¢ EXISTING SIGNS TO BE REMOVED 7RANSPORTED BY A LICENSED HAZARDOUS WASTE HAULER AND DISPOSED OF IN AN APPROPRIATE LANDFILL A 14 EXISTING TREES 70 BE PRO7EC7ED IN PLACE FRIABLE MATERIAL IS DEFINED AS MATERIAL THAT CAN BE CRUMBLED, PULVERIZED, OR REDUCED TO POWDER IN 7HE OEXISTING STREET/PARKING LIGHT TO BE REMOVED ® EXISTING PRIVATE STORM DRAIN TO BE REMOVED EXISTING CURB TO BE REMOVED 36 EXIS71NG CHAIN UNK FENCE 70 BE REMOVED ® EXISTING PRIVATE STORM DRAIN CATCH BASIN 70 REMAIN HAND. 7HE C010RAC7OR IS FULLY RESPONSIBLE FOR 7HE 7RANSPORT4710N AND DISPOSAL OF FRIABLE ACM'S © EXIS71NG SEWER PLUG TO BE REMOVED 15 1B EXISTING SIREET/PARKING LIGHT TO REMAIN IN PLACE 29 EXISDNG CURB AND GU77ER TO REMAIN IN PLACE Q EXIS71NG PARKING LIGHT TO BE RELOCATED 49 EXISTING DRIVEWAY AND CURB TO REMAIN IN PLACE THE CONTRACTOR IS REQUIRED TO ABIDE BY THE ABOVE REQUIREMENTS AND TO PAY ALL COSTS INCLUDING LAB ANALYSIS FEES VEHICLE DUMP FEES, SPECIAL HANDLING FEES, ADMINIS7RA71VE FEES, AND ANY 0774ER FEES REQUIRED O] EXISTING F.H. ASSEMBLY. TO REMAIN IN PLACE Q EXISTING PRIVA7E STORM DRAIN CURB INLET TO BE REMOVED 3O EXIS71NG CURB 70 REMAIN IN PLACE 38 EXISTING HEADWALL TO BE REMOVED 50 EXISTING CONCRETE S7RIP 70 BE REMOVED IN IHE REMOVAL AND DISPOSAL OF ASBESTOS MATERIALS ® EXISTING F.H. ASSEMBLY TO BE REMOVED 18 EXISTING BOLLARDS TO BE REMOVED 31 EXISTING SIDEWALK 70 BE REMOVED 39 EXISTING STEPS TO BE REMOVED 51 EXISTING 1EMPORARY SCRIPPS TRAILERS O EXISTING PUBLIC 12" PVC WATER TO REMAIN IN PLACE 19 EXIS77NG PRIVATE STORM DRAIN CLEANOUT TO REMAIN IN PLACE A 32 EXISTING SIDEWALK TO REMAIN IN P DEMO EXISTING AC PAVING AND BASE LACE ® (STATE PVT SEC710N) 52 E,077NG 12" ACP WATER TO BE ABANDONED IN PLACE ( -46 LF) 1O EXISTING PUBLIC 8' PVC WATER TO REMAIN IN PLACE 20 EXISTING PRIVATE STORM DRAIN CURB INLET TO REMAIN IN PLACE 41 EXISTING TREES TO BE REMOVED 2� EXISTING PRIVATE STORM DRAIN CATCH BASIN TO REMAIN I? FESS/ pN9 Q EXISTING 12" ACP WATER TO BE REMOVED ( -348 LF) C. �rl F� 42 EXIS1►NG GRASS /SOD TO BE REMOVED s I AWL �� O ® EXISDNG 12 ACP WATER TD BE ABANDONED IN PLACE ( -98 LF) 2 EXISTING CROSS GUTTER 10 REMAIN IN PLACE CO Z �eam,00m w No. 0048358 m 4 EXIS77NG 8" SEWER TO REMAIN PORTIONS OF EXISTING BIO -SWALE TURF (SALT GRASS) TO BE REMOVED (APPROX. 1600 SF) Exp. 6 -30 -2012 © Q EXIS77NG 12 -ACP WATER TO BE REMOVED ( -62 LF) 1- 80042E -4199 ® PORPONS EXISTING BIO -SWALE 7URF (SALT GRASS) TO REMAIN IN PLACE (APPROX. 2640 SF) sj9� clVl\� ,\* ® EXISTING SIGNS TO BE REMOVED OF 0 CAL \� no,a®a ms E a mo W REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0087 -G 9 -28 -06 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST 1 REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY- DEMOLITION PLAN �- X1115 10305 -G 2 -3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE HORIZONTAL , 30 /�i �I A SCRIPPS MEMORIAL HOSPITAL 10839 -G OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY l� (/ DATE: ! ' AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) HOSPITAL. ENCINITAS. 2.5' BRASS DISC ENC -48 VERTICAL NoNe- (2 I s I I R.C.E. NO. 248358 MASH MAHER, C42519 WA. WATT 2004 ELEVATION IS 173.376 NAVD 88 ENGINEER �lf� PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE DALE: EXp, 6 -30 -2012 DATE: I Z/ IW /II DATE: Z 20 I� WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP STEVEN C. KETTIwFR SHEET 3 OF 12 ASaw LALT NVIRONMENTAL REQUIREMENTS. - � C , i I ! ; ::::;::::: ..:..........:....:: .:.: ::.:.::.. "._....i......._., PRIOR TO GRADING PERMIfiISSUANCE THE FOLLOWNG MEASURES SHALL BE FULFILLED TO THE P O , 4 SATISFAGTIOW OF THE GTY OF ENOINITAS I r l i I i• I 4 , :•::::: ;:; ::::::::::::. . :.. ;.:.:.;...: .:.:.;.:.;.;.:.;.;.:.•.• • • •:.;.;...;. :.;.;.:.;,;.:•:•:•:•:• :. :,•:.••" . • • . • . :• CULT -1: THE APPUCANTSAL PROVIDE k FULL- 11MEARGIAEQLOGICAL MANITQRINGPROGRAMDURINGANY : . . . . . • , • •. _. . , • • . . . . . . . . . . . . . . . . ( GRADING ACTIVITY PER THE FOLLONING REQU/REMENIS: EC�T€ 1: ::..:::::::::::::::::: ::::::::::::::::.::::::.::::::: A. PRIOR 70 THE ISSUANCE OF A BUILDING AND OR GRADING PERMIT 774E APPUCANT SHALL PROVIDE I l EX URB A D` A LETTER OF VERIFICATION 10 THE PLANNING AND BUILDING DEPARTMENT STALING THAT A C [ 6 REMAI l r 71" _ QUALIFIED ARCHAEOLOGIST AND OR A OG ARCHAEOLOGICAL MONITOR, AS DEFINED IN 114E CITY^S - II ' ` . .•..�. ..... "::� ::::....:.. . ..:.: �. ...::.:.::�:_:;: :::�::�:�::�:�: ...':. . -:...' "�; "� ...: ,.• •.• ,." ,. "...• GUIDELINES, HAVE BEEN RETAINED TO IMPLEMENT 714E MONITORING PROGRAM THE REQUIREMENT 1 E)USJING"i2. ACP I ..:::::::::::.::::: : :: : :... - - - FOR ARg1AE010GICAL MONITORING SHALL BE NOTED ON THE GRADING PLANS UNDER THE HEADING CDN1R ARCH:•:•:•: : WATER .ABANDONIED.•.•.•.•.•. .•.•.•.•.•.•.•.•.•.•.•.•.•. 7 E...1.7.3...4.:.:: ::: ...... j NEW CURB TO EXF1RB: ; ; " .... ( j i - G ..: .:.:.:.:. . .:.:..:: :SEE A�'A: WATER NOTE " :: " : " :: " : • :: " : (.bN11TACTOR : TO AIAICFF +� 1 ENVIRONMENTAL REQUIREMENTS . ALL PERSONS INVOLVED IN THE ARCHAEOLOGICAL MONITORING OF r l �W a: -70 E a :. THIS PROJECT SHALL � APPROVED BY 114E PLANNING AND BUILDING DEPARTMENT OR 10 114E • I EN PRIOR i : AND: LIMITS :OF REMOVAL• ::: � : � : � ::. NE..clrR ... X . CUR O: . n f.. •.• ......:......... 6 AC BERM A ;T FIRST PRECONSIRUCTION MEETING THE APPLICANT SHALL NOTIFY 114E PLANNING AND BUILDING t ND ABANDtINMEN .ON . G Ing 17f �- t- . r DEPARTMENT OF 114E START AND END OF CONSTRUCTION. :.........:.•.•.•.,..,....• ............ ... "...•..,.•....: "..:.:....•:" ......... ...;.:.,....,....,.:.,.;.;....• .................,.;. & QU .. PROPOSED ......... .... . THE ALIfIED ARCHAEOLOGIST SHALL ATTEND ANY PRE CONSTRUCTION MEETINGS TO MAKE _.__. ...•. .". •. ".•. ":•.•::'• •::'> , :. :: ._ ! COMMENTS AND OR SUGGESTIONS CONCERNING 714E ARCHAEOLOGICAL MONITORING PROGRAM NTH I E CONSTRUCTION MANAGER. h 0 THE M C 714E QUALIFIED ARCHAEOLOGIST OR ARCHAEOLOGICAL MONITOR SHALL BE PRESENT ON -SITE FULL -TIME DURING GRADING. IF ARCHAEOLOGICAL FEATURES ARE ENCOUNTERED, THE ±....: :. ARCHAEOLOGIST SHALL REQUEST THE PRO,ECT CONTRACTOR 70 DIVERT DIRECT OR TEMPORARILY l u P G a Q. a _. : �i:..: • - : .ta 4 % �`O � r � HALT GROUND DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF _ _ — =� EX 8„IS � � � �, P01L7VTIALLY SIGIVIFlCANT HISTORICAL RESOURCES THE ARCHAEOLOGIST SHALL IMMEDIATELY NOTIFY — — : 0 4 PLANNING AND BUILDING DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF 7HE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY THE ARCHAEOLOGIST IN — — — — s CONSULTATION NTH THE PLANNING AND BUILDING DEPARTMENT. THE PLANNING AND BUILDING 4' HIGH VIN YL COA TED � 3'C�C - - - -L -- I - - - -- --- - --- -- —I— "� DEPAR714ENT DIRECTOR MUST CONCUR NTH THE EVALUATION PROCEDURES BEFORE GRADING r I' CHAIN LINK FENCE RIBBON ,;'' 1 y ( ACTIVITIES ARE ALLONED TO RESUME. FOR 96 NIRCANT HISTORICAL RESOIUR= A RESEARCH r* I 0 DESIGN AND DATA RECOVERY PROGRAM SHALL BE PREPARED AND CARRIED OUT TO M171GATE I PROPOSED 1 2, — — — — — — — — — — — — — — — — y F o s Q IMPACTS BEFORE GRADING ACTIVITIES IN THE AREA OF DISCOVERY ARE ALLONED TO RESUME. ! OW CP Nzru� - E D. ALL HISTORICAL MATERIALS COLLECTED SHALL BE CLEANED, CATALOGED AND PERMANENTLY I CURB TO 1 �. ~wia L CURATED iN7H AN APPROPRIATE INS777UIION (LE., ENC/NITAS HIS717RICAL SOCIETY OR THE SAN FF 173.45 ~. _ PROPOSED 1 DIEGO ARCHAEOLOGICAL SOCIEM ALL ARTIFACTS SHALL BE ANALYZED 70 IDENTIFY FUNCTION AND PAD 172.62 1 »; CRITICAL CARE BUILDING t I 17 •� cl _' CHRONOLOGY AS THEY RELATE TO THE HIS70RY OF THE AREA. ADDITIONALLY, ANY .S7ES AND /OR 6 I 173.w FEATURES ENCOUNTERED DURING 7HE MONITORING PROGRAM SHALL BE RECOIRDED ON THE it APPROXIMATE LIMIT OF RETAINING WALL 24' FF 173.45 r BACK CUT FOR RET. WALL INSTALLATION ''' �u j APPLICABLE DEPARTMENT OF PARKS AND RECREATION FORMS (DPR 523AA,, ET AL) AND r I CONTRACTOR TO CONFIRM WI7H TC 17 ,g PAD 1 72. rot 3 a �a SUBMITTED TO 7HE SOUTH COASTAL INFORMATION CENTER AT SAN DIEGO STATE UNIVERSITY AND I 7 GEOIECHNICAL ENGINEER AND PROTECT s' - '�°f'ue { THE SAN DIEGO MUSEUM OF MAN NTH THE FINAL MONITORING RESULTS REPORT. v EXISTING IMPROVEMENTS 105' y.iQ E. PRIOR TO THE RELEASE OF THE GRADING BOND, A MONITORING RESULTS REPORT AND /OR ® ® �+ a ^} EVALUATION REPORT, IF APPROPRIATE; NHICH DESCRIBES THE RESULTS; ANALY51$ AND CONCLUSIONS OF THE ENURE HISTORICAL MONITORING PROGRAM (NTH APPROPRIATE GRAPHICS AND PHOTO DOCUMENTATION) SHALL BE SUBMITTED 70 AND APPROVED BY THE PLANNING AND BUILDING DEPARTMENT DIRECTOR FOR SIGNIFICANT HISTORICAL RESOURCES A RESEARCH, DESIGN AND DATA RECOVERY PROGRAM SHALL BE INCLUDED AS PART OF THE EVALUATION REPORT. A STRUCTURE ABOVE 1-� MITIGATION REPORT FOR S/GNIFlCAIVT HISTORICAL RESOURCES IF REQUIRED, SHALL BE SUBMITTED \ r = T �� Q 70 AND APPROVED BY THE PLANNING AND BUILDING DEPARTMENT DIRECTOR PRIOR 70 THE i _ RELEASE OF THE GRADING BOND. T "° <;•, * zzul _ F. COPES OF 114E APPROVED MONITORING REPORT SHALL BE PROVIDED TO 114E ENCINITAS HISTORICAL ,. _ t�:: T a� r < a ELY SA DIEGO Hl ... ;... _ _ . , . ° •-.• � , m SOCIETY, N E HISTORICAL SOGE7Y, AND THE SOUTH COASTAL INFORMATION CENTER AT SAN x... .._.. .. I I I.. ,� V o �., _ ----- ---- -- .�. ,�--- •-- �. ----� a z sc �; DIEGO STATE UNIVERSITY. e , ( f CULT -2: IF FAUNAL MATERIAL THOUGHT TO BE HUMAN IS ENCOUNTERED, ALL ONSITE CONSTRUCTION SHALL / A QUALIFIED ARCHAEOLOGIST IS CALLED TO EXAMINE AND DETERMINE THE CEASE OIL THE FIND. lFOUND TO BE HUMAN, THE ARCHAEOLOGIST MILL CONTACT THE COUNTY OF . ., t, �'s, �� >3 > > ►- g SAN DIEGO'S OFFICE OF THE CORONER FOR A POSITIVE IDDOV71RCA7101V OF THE REMAINS; DETERMINATION J — • �'""° e , <'°`^�C ._ _ : o `.. 3 �o - ..:. - -._ OF STATUS AS NATIVE OR NON -NATIVE AND A GENERAL 7EMPORAL ASSIGNMENT GVEN (PRE-HISTORIC ME NATIVE ° - OR HISTORIC). !F 114E REMAINS ARE IDENTIFIED AS NATIVE AMERICAN AND PRE14ISICIIiIf AMERICAN HERITAGE COMMISSION NILL BE CONTACTED BY THE COUNTY CORONER SO THAT A MOST ,,ll II LIKELY DESCENDANT' GROUP CAN BE DESIGNATED AND THE HUMAN REMAINS PROPERLY AND LANFlILLY 174 ^ I �, T MA CH ^ ^ ^ ^ �v 1; pAIMED/RE7NIERREO STING h N M ui M N PALED -1: THE APPLICANT SHALL PROVIDE A PALEON70LOCICAL MON170R/NG PROGRAM DURING ALL SOIL Ni ki EXISTING STORM ! D(CAVATION PER THE FOLLOWING REQUIREMENTS:• v L,i r- ^ �'� ^^ rl DRAIN EASEMENT - A. PRIOR TO ISSUANCE OF A BUILDING AND /OR GRADING PERMIT, THE APPLICANT SHALL PROVIDE A Mir) �' LETTER OF VERIFICATION TO THE PLANNING AND BUILDING DEPARTMENT STA17NG THAT A QUALIFIED EXISTIN W { I 5 i PALEONTOLOGIST AND OR PALEONTOLOGICAL MQN170R HAVE BEEN RETAINED 70 IMPLEMENT THE EASEM T APPROXIMATE LIMITS OF 114E / TEMPORARY C ' S7RUCIyON MONITORING PROGRAM. THE REQUIREMENT FOR PALEON70LOGICAL MONITORING SHALL BE NOTED ON ^AY DOWN EA THE GRADING PLAN. ALL PERSONS INVOLVED IN THE PALEONTOLOGICAL MONITORING OF 7HE G1NG A EA i l - - #,' ( I I - ��COF SHALL BE MONITORING APPLICANT SHALLLNNOTIFY THE PLANNING DEPARTMENT PRIOR 70 THE BUILDING DEPARTMENT E h OF 114E START AND END OF CONSTRUCTION I I APPROXIMATE L(1CAI70N OF S70CKPILE(S). SEE NOTES B. 114E PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ONSTTE DURING THE INITIAL CUTTING OF ALL PREVIOUSLY UNDISTURBED AREAS MONITORING MAY BE INCREASED OR 7 -5 ON SHEET 5 OF 12 DECREASED AT THE DISCRETION OF THE QUAURED PALEONTOLOGIST, IN CONSULTATION WI7H THE _ TEMPORARY PARKING LOT w` PLANNING AND BUILDING DEPARTMENT AND NLL DEPEND ON THE RATE OF D(CAVATION, THE I I I LaY OrsalN� �, _ PER 0087 —G _ :.: ' MATERIALS EXCAVATED, AND 114E ABUNDANCE OF FOSSILS C. NHEN REQUESTED BY THE PALEONTOLOGIST, 7HE GRADING C0N7R4C70R SHALL DIVERT, DIRECT, OR e EX ELECTRICAL TEMPORARILY HALT CONSTRUCTION ACTIVITIES IN THE AREA OF DISCOVERY TU ALLOW RECOVERY dilS TRANSFORMER z OF FOSSIL REMAINS 114E PALEONTOLOGIST SHALL IMMEDIATELY NOTIFY THE PLANNING AND BUILDING DEPARTMENT OF SUCH FINDING AT THE TIME OF DISCOVERY. THE PLANNING AND BUILDING DEPARTMENT SHALL APPROVE SALVAGING PROCEDURES TO BE PERFORMED BEFORE _ _ _ -- CONSTRUCTION ACTIVITIES ARE ALLOWED TO RESUME. D. REPARA71ON OF FOSSILS TO A `^�.,• E PALEONTOLOGIST 514ALL BE RESPONSIBLE FOR P IH -f,rar POINT OF 1CURA71ONIFA AND SUBMITTAL DISCOVERED A LFOSSR OF ACCEPTANCE FROM A LOCAL - - -' 7HE PALEONTOLOGIST AT E SAN DIEGO NATURAL HISTORY MUSEUM. BE RECORDED BY E. W11H PRIOR 70 THE RELEASE OF 114E GRADING BON D, A MONITORING RESULTS REPORT -- _ - - - - �� y - - _ % * APPROPRIATE' GRAPHICS, SUMMARIZING THE RESULTS, ANALYSIS AND CONCLUSIONS OF _ 7HE PALEONTOLOGICAL MONITORING PROGRAM SHALL BE SUBMITTED TO AND APPROVED GENERALV NOTES GENERAL NOTES (CONT.) ENWRONMENTAL REQUIREMENTS' ONE. ) ENWRONMENTAL R R T T BY 771E PLANNING AND BUILDING DEPARTMENT. 1) ALL EXISTING AND PROPOSED UTILITIES SHOWN HEREON ARE 11) STORMWATER POLLUTION CONTROL MAY NOT BE HYDRO -2 * ALL GRADED SLOPES AND GRADED NATURAL AREAS WILL BE LANDSCAPED AND HYDRO -2: PRIOR TO ISSUANCE OF GRADING AND BUILDING PERMITS, CONS7RUC710N PLANS AND HAZ4: PRIOR TO GRADING PERMIT ISSUANCE, SHALLOW SOIL SAMPLES FROM AREAS THAT ARE PRIVATE UNLESS OTHERWISE NOTED. MODIFIED WITHOUT CITY PERMIT. IRRIGATED TO REDUCE EROSION. PERMITS SHALL IDENTIFY THE FOLLOWING BEST MANAGEMENT PRACTICES (amps) TO PROPOSED TO BE GRADED SHALL BE COLLECTED AND ANALYZED AS PART OF A PHASE 2) ALL PROPOSED SLOPES ARE 2:1 UNLESS OTHERWISE NOTED. 12) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY * DIRECT SURFACE RUNOFF TO FLOW INTO BIORLTERS (VEGETATED SWALE) AND ENSURE THAT WATER QUALITY POLLUTANTS ARE ADEQUATELY TREATER 70 714E it ENVIRONMENTAL 97E ASSESSMENT FOR PESTICIDES; HERBICIDES, AND ARSENIC BY 3) REFER TO SEPARATE LANDSCAPE PLANS FOR PLANTING AND IRRIGATION. TRAFFIC CONTROL DURING CONSTRUCTION OF THE INFILTRATION DEVICES PRIOR TO DISCHARGING INTO THE STORM DRAIN SYSTEM TO SATISFACTION OF THE CITY OF ENCINITAS PLANNING AND BUILDING DEPAR774ENT AND QUALIFIED HAZARDOUS WASTE PERSONNEL RETAINED BY THE APPLICANT. 7HE 4) EXISTING AND PROPOSED DRY UTILITIES ARE DONE BY OTHER IMPROVEMENTS ALONG SANTA FE DRIVE. LIMIT RUNOFF. ENGINEERING SERVICES DEPARTMENT. THE APPLICANT SHALL BE RESPONSIBLE FOR APPLICANT SHALL REPORT FINDINGS AND CONCLUSIONS OF LHE PHASE Il 7ES71NG CONSULTANTS AND NOT A PART OF THE CIVIL DRAWINGS. SOURCE CONTROL BMPS: 774E PROJECT SHALL BE DESIGNED TO REDUCE SEDIMENTS, LONG -TERM MAINTENANCE OF ALL BMPS PROGRAM TO THE CITY OF ENCINITAS PLANNING AND BUILDING DEPARTMENT AND 5) REFER TO SEPARATE ELECTRICAL SITE PLAN FOR SITE LIGHTING. EXISTING EASEMENT TRASH AND DEBRIS, OIL AND GREASE AND EMPLOY EFFICIENT IRRIGA7101V AND COUNTY DEH. IF CONTAMINATED SOILS ARE FOUND AT SUBSTANTIAL LEVELS REQUIRING 6) CONTRACTOR SHALL WORK WITH SOILS ENGINEER TO MONITOR GRADING LANDSCAPE DESIGN WITH 7HE FOLLOWING CONCEPTS: BMPS DURING CONSTRUCTION: THE FOLLOWING BMPS SHALL BE ADHERED TO DURING REMEDIA710N, A REMED1ARON PROGRAM SHALL BE IMPLEMENTED BY THE APPLICANT, TO OPERATIONS AND PERFORM FIELD OBSERVATIONS. Q EXISTING 15' DRAINAGE EASEMENT PER MAP 7709 * TRASH RECEPTACLES SHALL BE PROVIDED IN PARKING LOT AREAS AND OUTSIDE OF CONSTRUCTION: I HE SAMENAT AND OF COUNTY DER AND S DEPARTMENT AND BUILDING BUILDINGS TO DISCOURAGE LITTER. A MONITORING PROGRAM SHALL BE IMPLEMENTED BY THE DEVELOPER DURING 7) THE CONTRACTOR SHALL DEVELOP AN ON -SITE TRAFFIC CONTROL PLAN Q EXISTING 20' DRAINAGE EASEMENT PER DOCUMENT N0. 2010 - 0455843 * THE PARKING AND DRIVE AREAS SHALL BE SWEPT REGULARLY. CONS7RUC710N TO ENSURE COMPLIANCE. 7HE MONITORING PROGRAM SHALL INCLUDE, AND OBTAIN APPROVAL FROM SCRIPPS PRIOR TO THE START OF WORK. FLUID SPILLS SHALL BE CLEANED UP IMMEDIATELY NTH ABSORBENT RAGS OR BUT NOT BE LIM17ED TO THE FOLLOWING MEASURES THAT SHALL BE PROVIDED ON HA25: PRIOR TO GRADING PERMIT ISSUANCE, 7HE PROJECT APPLICANT SHALL ENSURE RECORDED 8 -31 -10 MATERIAL ALL CONSTRUCTION PLANS. REGULATORY OVERSIGHT OF THE SAMPLING ACTIVITIES AND ANY NECESSARY 8) CONTRACTOR TO PROTECT ALL EXISTING SIGNS ALONG THE DRIVE AISLES Q AND PUBLIC STREETS. EXISTING 20' WATER EASEMENT PER DOCUMENT NO. 2006- 0720956 * RAIN SHUTOFF DEVICES TO PREVENT IRRIGATION DURING AND AF7ER PRECIPITATION. - GRAVEL BAGS; SILT FENCES, ETC SHALL BE PLACED ALONG 7HE EDGE OF 7HE REMEDIARON PROGRAM DESCRIBED ABOVE BY FILING AN APPLICATION TO PARTICIPATE RECORDED 10 -10 -06 * IRRIGATION SYSTEMS TO BE DESIGNED TO EACH LANDSCAPE AREA'S WATER PRO,ECT SITE IN ORDER TO CONTAIN PARTICULATE IN THE SAN DIEGO COUNTY DEH VOLUNTARY ASSISTANCE PROGRAM. 9) CONTRACTOR TO MAINTAIN MINIMUM OF 1% ACROSS PAVEMENT. REQUIREMENTS - ALL CONCRETE WASHING AND SPOILS DUMPING WILL OCCUR IN A DESIGNATED TOP OF CURB ELEVATIONS ARE SHOWN TO A TENTH OF A FOOT AND PROPOSED EASEMENT * FLOW REDUCERS OR SHUTOFF VALVES TO CONTROL WATER LOSS IN THE EVENT OF LOCATION. HAZE: PRIOR TO RELEASE OF BOND FOR 774E GRADING PERMIT, THE VOLUNTARY ASSISTANCE MAY NEED TO BE ADJUSTED TO ACCOMODATE FOR ROUNDINGS OF BROKEN SPRINKLER HEADS OR PIPES - CONSTRUCTION STOCKPILES; UNCOVERED MATERIAL AND DUMPS7ERS WILL BE PROGRAM CONCURRENCE LETTER FOR THE PHASE 11 ESA AND ANY NECESSARY ELEVATIONS AS SHOWN HEREON. (D WATER EASEMENT PER DOCUMENT NO. 2011 - 0532771 TREATMENT CONTROL BMPS: IN ALL INSTANCES, STRUCTURAL 7REAT111ENT BMPS MAY COVERED IN ORDER TO PREVENT BLOW -OFF OR RUNOFF DURING WEATHER REMEDIA71ON PROGRAM CLOSURE LETTER ISSUED BY DEH SHALL BE SUBMITTED TO 7HE 10) THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES ADEQUATE EMERGENCY RECORDED OCTOBER 11, 2011 BE LOCATED ON -SITE OR OFF -SITE USED SINGLY OR IN COMBINATION, OR SHARED BY EVENTS PLANNING AND BUILDING DEPARTMENT AND 7HE ENGINEERING SERVICES DEPARTMENT. VEHICLE ACCESS DURING CONSTRUCTION OF THIS PROJECT. MULTIPLE NEW DEVELOPMENTS, PURSUANT TO THE FOLLOWING CRITERIA: - A POLLUTION CONTROL EDUCATION PLAN SHALL BE DEVELOPED BY THE GENERAL RROFESS /pN * ALL STRUCTURAL TREATMENT BMPS SHALL INRLTRATE, FILTER AND /OR TREAT 7HE CONTRACTOR AND IMPLEMENTED THROUGHOUT ALL PHASES OF DEVELOPMENT GEO -2.• IN ORDER TO IDEN71FY NECESSARY MEASURES TO ENSURE INTEGRITY OF 714E PROECT O C. 9f AND CONSTRUC710N. S17E DUE TO 7HE PRESENCE OF MODERATELY CORROSIVE SOILS; 774E APPLICANT SHALL �� /� REQUIRED RUNOFF VOLUME OR FLOW PRIOR TO DISCHARGING TO ANY RECEIVING HIRE A CORROSION ENGINEER TO EVALUATE 7HE CORROSION P07EN71AL OF THE 517E OndsYeomd 8enloe �ket � '� „t`v �' �E, WATER BODY SUPPORTING BENEFICIAL USES - SEVERE WEATHER EVENT EROSION CONTROL MATERIALS SHALL BE STORED ON * POST - CONSTRUCTION STRUCTURAL TREATMENT CONTROL BMPS SHALL S17E FOR USE AS NEEDED. SOILS TO PROPOSED IMPROVEMENTS AND PROVIDE SPECIFIC CORROSION MI71GA77ON 30 0 30 60 No. C048358 m S17E DESIGN BMPS.- THE PROJECT SHALL BE DESIGNED TO LIMIT POST- DEVELOPMENT METHODS APPROPRIATE FOR 7HE PROPOSED PROJECT THE CORROSION ENGINEER WOULD COLLECTIVELY BE DESIGNED TO COMPLY W17H THE NUMERIC SIZING TREATMENT PREPARE A WRITTEN EVALUATION TO BE REVIEWED BY 7HE CITY ENGINEERING SERVICES �"'' � 40Q � oWC Exp. 6-30 -2012 � STANDARDS STORM WATER RUNOFF DISCHARGE RATES AND VELOCITIES TO MAINTAIN OR REDUCE ® CHL �' !iQ * * * SHARED BMPS SHALL BE OPERATIONAL PRIOR TO 7HE USE OF ANY DEPENDENT PRE - DEVELOPMENT EROSION, AND TO REDUCE NUTRIEN7� ORGANIC COMPOUNDS, CL DEPARTMENT AND APPROVED PRIOR TO ISSUANCE OF A GRADING PERMIT. 1_800 422 -4188 SCALE IN FEET J> CAI` -�F \P DEVELOPMENT OR PHASE OF DEVELOPMENT. 774E SHARED BMPS SHALL ONLY BE AND REDUtSE,IMPERVI ASH AND DEBRIS PROPOSING A SIGNIFICANT AMOUNTS OF GRAPHIC SCALE REQUIRED TO TREAT THE DEPENDENT DEVELOPMENTS OR PHASES OF DEVELOPMENT no wma ms Ammo mo- THAT ARE IN USE LANDSCAPE AREAS IN AND AROUND THE ENTIRE CAMPUS TO LIMIT RUNOFF. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0087 —G 9-28-06 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING AND DRAINAGE PLANS FOR: 10305 -G 2 -3 -10 CORNER of CONCRETE DROP INLET ON NORTH SIDE HORIZONTAL] IeS �I, �I G SCRIPPS MEMORIAL HOSPITAL 10839— G AlS- bull-is � SANTA FE DRIVE WEST � INTERSTATE HIGHWAY (� DATE: I �(� AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. 2.5 BRASS DISC ENC -48 VERTICAL ( � �� V ,p R.C.E. NO. C48358 MASIH MAHER, C42519 WRENCE A. WATT CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) 2004 ELEVATION IS 173.376 NAVD 88 DATE — ENGINEER 6_30_2012 s- PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE STEVEN C. KETTLER UP 6-30-2012 DATE I Z/ t/ It DATE: Z WORK PROJECT NO. os -066 MUP/DR/EIA /COP SHEET 4 OF 12 Al L T i -- ......._._.. ...__. .... _..... ----- ......._._.._ ..__ -. _._.........._.. . -.. -_ ... -_- --... RESFVNSIBIL171ES At ILK VKLUIVI IA IRAV. IRR /IOA IrU. -FLOW REDUCERS OR SHUTOFF VALVES TO CONTROL WATER LOSS IN THE EVENT OF 5. LIMIT RUN -OFF L 714E HEIGHT OF THE STOCKPILE(S) SHALL BE A MAXIMUM OF 6 -FEET. WASTE MANAGEMENT BROKEN SPRINKLER HEADS OR PIPES - BID- SWALES/VEGETATED SWALES (SALT GRASS) ARE PROPOSED WITHIN PORTIONS OF 2. THE EN71RE PERIMETER OF THE S70CKPILE(S) SHALL BE PROTECTED FROM EROSION WITH 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRU710N - IRRIGATION SYSTEMS TO BE DESIGNED TO EACH LANDSCAPE AREA'S WATER THE LANDSCAPE AREAS INSTALLATION OF TWO ROWS OF SAND BAGS THE HEIGHT OF THE SAND BAGS SHALL BE TWO ( 2 ) MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON 774E GROUND, WHERE WATER CAN CARRY THEM REQUIREMENTS -A BIO- RETENTION FACILITY IS PROPOSED TO LIMIT AND TREAT RUNOFF BEFORE EXITING BAGS HIGH MINIMUM. INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2 FLO -GARD INSERTS THE PROPERTY. J. THE SIDE SLOPES OF THE STOCKPILE(S) SHALL BE 1 112 TO 1 (H: V) OR FLATTER. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER BERMS/DIKES SHALL BE PLACED ALL EXISTING PRIVATE STORM DRAIN INLETS WITH FLO -GUARD CATCHMENTS WILL BE - RLTERRA DEVICES ARE PROPOSED TO 7REAT RUNOFF BEFORE CONNECTING TO THE 4 THE ENTIRE STOCKPILES) SHALL BE COVERED WI7FI 16M/L OR HEAVIER VISQIIEEN 48 HOURS AROUND DUMPS7ERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSIERS SHALL BE CHECKED FREQUENTLY MAINTAINED INSPECTED ANNUALLY PRIOR TO THE RAINY SEASON. STORM DRAIN SYSIEM(S). BEFORE ANY STORM EVENT WITH RAINFALL POSSIBILITY OF 5OX OR MORE BASED ON NOAA'S FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE J. REDUCE SEDIMENTS AND TRASH AND DEBRIS WEBSITE. THE VISQUEEN MUST BE ANCHORED FOR HIGH WINDS WITH ADEQUATE NUMBER OF PLACED WIT -'IN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WIN TARPS IN ORDER TO AVOID RAIN - REGULARLY BROOM (DRY) SWEEP PARKING LOT TO MINIMIZE CLEANING WITH WATER. R/W R/W SAND BAGS AND /OR ANCHOR NAILS CONTACT WITH ANY TRASH MATERIAL. - PROVIDE TRASH RECEPTACLES IN PARKING LOT 70 DISCOURAGE LITTER. 5 DRAINAGE/RUNOFF SHALL BE DIRECTED AROUND THE STOCKPILE(S). MANY CONSTRUCTION MAERIALS, INCLUDING SOLVENT5; WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN EMBED FlRST ROW OF GRAVEL BAGS ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS STORM WATER QUAL/ TY NOTES HALF DEPTH g FOR BAG HEIGHT SEDIMENT MUST BE TAKEN TO AN APPROPRIATED LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION p WOOD '/ p T >• OPENING AT INLET ^ c� AND SPACING SEE ROLL SEDIMENT STAKE ON DISPOSAL OF HAZARDOUS MATERIAL, CALL 714E HAZARDOUS WASTE HOTLINE TOLL FREE AT (600) CONS I !f DC 1 /ON BMP S �- ��'� N01F 6 G� ROLL 714 -1195. FOR INORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 1. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND �� POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES MUD ON ADJACENT STREET(S), DUE 70 CONSTRUCTION VEHICLES OR ANY EMBED FIRST ROW OF GRAVEL BAGS �� FINISHED AROUND THE SITE. OTHER CONSTRUCTION ACTIN , AT 714E END OF EACH WORK DAY, OR AFTER P 2 BAGS HIGH Ykl {'q; �•• z i , -w� PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER' AND SHECKED FREQUENTLY FOR LEAKS. CONTRACTOR A STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMPS HALF DEPTH ,0 LOW POINT / / / //f � �� y!� �: GRADE F ti/ % i ,� \'\ `•t " / ti ��.tt SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET(S). A 4 MAX. + t t . STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION BAG EMBEDDING DETAIL GRAVEL BAGGING ON STREETS /\ / * I., -•, c� ^r ON PERVIOUS SURFACES VEHICLES OR EQUIPMENT FROM TRACKING MUD OR SILT ONTO THE STREET ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. 2 ALL STOCKPILES OF SOIL ANDIOR BUILDING MATERIALS 774AT ARE INTENDED GRAVEL BAG DETAILS v \�� CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE (RAVELED AWAY FROM TO BE LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO // I W00,¢ STAK,� /� \ CONSTRUCTION SITE. BE COVERED. ALL REMOVABLE BMP' DEVICES SHALL BE IN PLACE AT THE END OF NO SCALE 12" MIN. \,�\ 314 X /4 EACH WORKING DAY WHEN THE FlVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40A: 3 BAGS HIGH MAX 4.0 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROEC7S WHICH SPACING PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH ARE QROFESStONq TYPICAL INLET DETAIL Umdwvomd 8ml„ Alwt TO BE POURED IN -PLACE E SIZE 4�`O��' C TIFy ENTRENCHMENT DETAIL BNTRENCHMENT DETAIL 4. THE CONTRACTOR' SHALL RESTORE ALL EROSION SEDIMENT CONTROL DEVICES GRAPHIC SCALE IN AREA IN FLAT AREA TO WORKING ORDER AFTER EACH RUN -OFF PR DUCING RAINFALL OR AFTER Z No. C48358 4o C 40 ANY MATERIAL BREACH 1N EFFECTIVENESS w m �aiE Pffi 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY ac Exp. 6 -30 -2012 0 z 1 -800 -e33 MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. *T CIVIC �* RAWR ROLL 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED OF CA1 �E ( IN FEET = dm � m AGAINST ANY P07EN17AL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 1 INCH 40 PT, REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CI TY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. 0087 -G 9 -28 -06 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY' EROSION AND SEDIMENT CONTROL PLANS FOR: 10305 -G 2 7-3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE " OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY HORIZONTAL 1 = 4o DATE: II Is II SCRIPPS MEMORIAL HOSPITAL 10839 -G S - 13UI LTS o_ • T AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL l� CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) It It I1 /j /W""_ R.C.E. NO. C48358 MASH MAHER. C42519 LAWRENCE A. WATT _ HOSPITAL ENCINITAS 2.5" BRASS DISC ENC -48 VERTICAL NONE . C _ G a. PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE Fl- 2004 ELEVATION IS 173.376 NAVD 88 ATE: ENGINE EXP 8 -30 -2012 DATE: L Z�' Y I DATE: ♦' Z 2 d � WORK PROJECT N0. 06 -Q66 MUP/DR/EIA /CDP STEVEN C. KETTLER SHEET 5 OF 12 di UndlgrC®d A, im0 AWL WLu nu m ®0tl2 1012 III 1- 800422 -41: m womm mm HUM rmm REVISIONS I 10 2' COPPER (PRIVATE) PRIVATE1 . PUBLIC 2' PRIVATE R.P. BACKFLOW DEVICES PER WAS OR-01 METER BOX BACK OF SIDEWALK FLOW WATER SER �- 2 COPPER " VICES PER MEIERS •°-' z W.A.S. WS -02 2' COPPERS (PRIVATE) nCTAII . LAALIICnI ncn 03• WAI=0 NOT TO SCALE APPROVED I DATE I REFERENCES DATE 9 -28 -06 2 -3 -10 7.9aJa FLOW PROPOSED EASEMENT © WATER EASEMENT PER DOCUMENT NO. 2011 - 0532771 RECORDED OCTOBER 11, 2011 30 0 30 60 SCALE IN FEET GRAPHIC SCALE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT ITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY: ORNER OF CONCRETE DROP INLET ON NORTH SIDE HORIZONTAL RS 51�OWN F SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY , TTHE NORTHEAST RETURN INTO SCRIPPS MEMORIAL l OSPITAL, ENCINITAS. 2.5' BRASS DISC ENC -48 VERTICAL T4 ONE I IS II 004 ELEVATION IS 173.376 NAVD 88 6AT6 O SEWER DATA PRIVATE DELTA NG NO DELTA RNG RADIUS LENGTH REMARKS 1 N88°44'08" IN, - 1140041' 8' PVC PIPE SDR -35 2 NOI °I ' 2 °E - 73.OA' ' 3 N01 °,15'5(0 "E - 60,50' ' 4 N 04°15'510°E - 4b.00' - 5 NSS °9('04' - 16.79' 6" PVC PIPE SDR -35 6 04q' aW - 5.211, " 7 W45052'61 0E - 29.14' 8" PVC P108SDIZ -35 8 N0l 015152 "E - 155.90' ' 9 N0 °07'21 -W - 53.9 /' ' 10 N 0 1°t '52"E - 10=1 - 11 N01 "15'52"G - Mp(o'7 " 12 N °#'y'08" - 15.82!' (o"PvC P9Pg-� SDQ-35 N88'44'08 "W - 130.76' ' CCB 14 1 N88°57,-5f W - 1 2.00' 1 ' No. C48358 ' Exp. 6 -30 -2012 r CIVI\. \ OF CA\. \F� PLANS PREPARED UNDER SUPERVISION OF DATE: 7 91 ® � ®� • R.C.E. N0. C483N ENGNEER EXP. 6 -30 -2012 STEVEN C. KETTLER I s i i i i I^ �CE1�1ER PRA TO YIELD A i t, WATER DATA PRIVATE Q. NO. DELTA NG RADIUS LENGTH REMARKS BLDG 1 N88'44'08 0W - 5.50' 6' PVC (CL -150) FIRE SERVICE CEP 2 N0175521E - 2.00' " CEP 3 N0175521E - 4.00' ' CEP 4 N88'44'08'W - 135.71' " CEP 5 N0175521E - 22.97' ' CEP 6 N88044'080W - 5.50' CCB 7 1 N0175521E - 2.00' " CCB 8 N0175'52 "E - 2.00' m CCB 9 N88'44'06'W - 45.24' ' CCB 10 N017552 1E - 34.68' ' CCB 11 N88'44'08 "W - 130.76' ' CCB 12 N017552 1E - 60.41' 1. THIS PLAN ONLY ADDRESSES WET U71LI71Y SERVICES FOR CCB 13 N88'44'08'W - 5.43' SHALL N077FY ENGINEER OF ANY U77UTY CONFLICTS PRIOR CCB 14 N88 *51'52'W - 30.49' 2 -2' PVC (CL -150) WIR SERVICE CEP 15 N00'00'00 "E - 21.05' 2' PVC (CL -150) RW WIR SERV CCB 16 N88 '5758'W - 2.02' 2' COPPER WIR IRRIGATION SERI `9 0 STORM D2AIN (PRIVATE Q. V6LTA /B?,Wa RADIUS LGNCiTvi RC MARrCS 29 REMARKS O EXISTING PRIVATE STORM DRAIN CURB INLET TO REMAIN. N0175520E W PvC (5D2- 35) 30 N880441080w - I(o.3y' „ 31 N01 °15'52 "r; - 22.121 v 32 11 EXISTING PRIVATE 8" SEWER TO REMAIN. 4 18.(00' - APPROVALS REVIEWED BY: .04^ • �� MASIH MAHER, C42519 U DATE: 12-1 I R/ I I DA GENERAL CONSTRUCTION NOTES EXISTING PUBLIC STORM DRAIN TO REMAIN. DRAIN PRIVATE O2 EXISTING PUBLIC STORM DRAIN CLEANOUT TO REMAIN. N0. O3 EXISTING PRIVATE STORM DRAIN TO REMAIN. RADIUS O EXISTING PRIVATE STORM DRAIN CLEANOUT TO REMAIN. REMARKS O EXISTING PRIVATE STORM DRAIN CURB INLET TO REMAIN. N0175520E O EXISTING PRIVATE STORM DRAIN CATCH BASIN TO REMAIN. >4.00' OCONTRACTOR TO TAKE PRECAUTION OF UNDERGROUND 2 UTILITIES WHEN INSTALLING BOLLARDS - O EXISTING F.H. ASSEMBLY TO REMAIN. 24' PVC SDR -35 O EXISTING PUBLIC 12" PVC WATER TO REMAIN. N34'07'1 &'W 10 EXISTING PUBLIC 8" PVC WATER TO REMAIN. 3.17' 11 EXISTING PRIVATE 8" SEWER TO REMAIN. 4 12 EXISTING SEWER MANHOLE TO REMAIN. - 13 EXISTING 8" SEWER TO BE REMOVED. 2 -12' PVC SDR -35 14 EXISTING SEWER MANHOLE TO BE REMOVED. N88'44'11 "W 15 PORTIONS OF EXISTING SEWER LATERAL TO BE REMOVED. 15.33' 16 EXISTING SEWER PLUG TO BE REMOVED. 6 17 RECONNECT EXISTING SEWER LATERAL TO NEW SEWER MAIN. - 18 EXISTING PUBLIC 21" STORM DRAIN TO BE REMOVED. ' 19 EXISTING PUBLIC STORM DRAIN CLEANOUT TO BE REMOVED. N62'56'09'E 20 EXISTING PRIVATE 12" STORM DRAIN TO BE REMOVED. 9.21' 21 EXISTING PRIVATE STORM DRAIN CURB INLET TO BE REMOVED. 8 22 EXISTING PRIVATE STORM DRAIN CLEANOUT TO BE REMOVED. - 23 EXISTING PRIVATE STORM DRAIN CATCH BASIN TO REMAIN. " 24 EXISTING PUBLIC 30" STORM DRAIN TO REMAIN. N06V4'21'E 25 EXISTING F.H. ASSEMBLY TO BE REMOVED. 73.63' 26 EXISTING WATER SERVICES TO REMAIN. 10 27 INSTALL 2 -2" WATER METER WITH MANIFOLD 30.00' 28 INSTALL 2" WATER BACKFLOWPREVENTER ASSEMBLY PER " WR -01 (PRIVATE) N0177'10'E 29 INSTALL PRIVATE STORM DRAIN CATCH BASIN 11.40' 30 INSTALL 4" CLEANOUT, WYE CONNECTION, EXTEND 6" ABOVE FG, TOP WITH SCREW CAP - LEGEND WATER DATA 0 N01'15'52 "E STORM DRAIN DATA X© 77.32' SEWER DATA Q r12 UTILITY CROSSING DATA Q - NOTES: 1. THIS PLAN ONLY ADDRESSES WET U71LI71Y SERVICES FOR N89V9'13'W DRY UTILITY, MECHANICAL, ELECTRICAL AND PLUMBING 29.80' SERVICES, PLEASE REFER PER SEPARATE PLANS CONTRACTOR SHALL N077FY ENGINEER OF ANY U77UTY CONFLICTS PRIOR - TO START OF WORK. ' 2 THE REMOVAL OF THE EXIS77NG 21' -RCP AND ASSOCIATED CLEANOUTS WERE ANTiCIPA70 AS PART OF THE TEMPORARY PARKING LOT PROJECT (DWG NO. 0087 -G, SHEET 5 OF 13). 7HE 18 EXIS71NG 24 =RCP WAS INSTALLED AS A REPLACEMENT FOR THE - 21'- -RCP. CONTRACTOR TO REFER TO SHEET 5 OF 13 (DWG NO. " 0087 -G) FOR DETAILS AND N07ES ADDRESSING 7HE TWO N017552 "E CLEAN -OUT STRUCTURES AT 774E ENDS OF THE 21'- -RCP 19.26' REMOVAL. 20 STORM DRAIN PRIVATE N0. DELTA/RRNG RADIUS LENGTH REMARKS 1 N0175520E - >4.00' 6' PVC SDR -35 2 N7578'02'W - la 71' 24' PVC SDR -35 3 N34'07'1 &'W - 3.17' 12' PVC SDR -35 4 N50 *5542'E - 25.73' 2 -12' PVC SDR -35 5 N88'44'11 "W - 15.33' 12" PVC SDR -35 6 N37'3545'E - 27.66' ' 7 N62'56'09'E -� 9.21' ' 8 N89170'43'W - 66.66' " 9 N06V4'21'E - 73.63' ' 10 565148' 30.00' 29.77' " 11 N0177'10'E - 11.40' 6' PVC SDR -35 N88'44'08'W - 36.91' N01'15'52 "E - 77.32' r12 N017552'E - 84.33' N89V9'13'W - 29.80' N88 44'08'W - 10A0' ' 18 N88'44'06'W - 104.44' " 19 N017552 "E - 19.26' ' 20 N88'44'06'W - 27.06' ' 21 N017552 "E - 43.05' ' 22 N4304349'W - 27.23' " 23 N88 44'08'W - 85.08' ' 24 NM *44'080W - 31.70' ' 25 N5l V5'16'W - 10.47' ' 26 N88044'08'W - 14.50' " 27 N017552 "E - 74.15' " 28 1 N83'06'290E - 36.54' ' CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWING NO. PRIVATE UTILITY PLAN SCRIPPS MEMORIAL HOSPITAL 10839 -G CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) RE�TOR 354 SANTA FE DRIVE I WORK PROJECT NO. 06-066 MUP/DR/EIA /CDP SHEET 6 OF 12 ASap W I LT d _0 , I i t fj P 1' �1 ij; 1 30 0 30 60 SCALE IN FEET GRAPHIC SCALE CURB DATA PRIVATE PRIVATE NO. DELTA/BRNG RADIUS LENGTH REMARKS 1 15904444' - 77.69' 6' CONC. CURB 2 rN891l'25OW 0.50' a78' 6" CONC. CURB 3 N0175'52'E 0.50' 0.80' 6' CONC. CURB 4 100.00' 1.33' 6' CONC CURB 5 34.00' 1.00' 1.54' 6' CONC. CURB 6 N00'43'51 *E - 6.27' 6" CONC. CURB 7 N00'43510E - 5.81' 6' CONC. CURB 8 96179'57' 1.00' 1.68' 6' CONC. CURB 9 N8433'54'E - 137.73' 6' CONC. CURB 10 8378'02" 30.00' 43.62' 6" CONC. CURB 11 N003626'E - 29.91' 6' CONC CURB 12 8629' 4.01' 6.05' 6' TYPE "G' CONC. C do G 13 88'44' - 4.07' 6' TYPE 'G' CONC. C & G 14 90'00' 2.50' 3.93' 6" TYPE 'G' CONC. C & G 15 N011552'E - 1550' 6' CONC. CURB 16 88'44 - 34.00' 6' CONC. CURB 17 N017552 "E - 1555' 6' CONC CURB Dbdegramd B 11 Uri =m Twm ®=412 422 1- -800 422-411 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK 0087 -G 9-28-06 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWES 10305 -G 2 -3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY ' AT THE NORTHEAST RETURN INTO SCRIPPS MEMORI/ HOSPITAL, ENCINITAS. 2.5' BRASS DISC ENC -48 2004 ELEVATION IS 173.376 NAVD 88 f O CURB DATA CURB DATA PRIVATE CONT. DELTA/BRNG N0. DELTA/BRNG RADIUS LENGTH 15904444' REMARKS 11.43' 18 178'40'41' 250' 7.80' 6' TYPE 'G' CONC. C & G 19 N0175'52'E - 15.55' 6' CONC. CURB - 20 N88'44'08" - 34.00' 6' CONC. CURB 47 21 N017552'E - 1555' 6' CONC. CURB 14.00' 22 1793946' 250' 7.85' 6' TYPE 'G' CONC. C & G 23 N01'15'52'E - 15.55' 6' CONC. CURB 4.00' 24 N88'44'08" - 34.00' 6' CONC CURB 53 25 N017552'E - 1600' 6' CONC. CURB 86.73' 26 90'00'00' 2.00' 314' 6' CONC. CURB N011552'E 27 N8844'08" - 16.00' 6" CONC. CURB 6' TO 0' CONC. CURB 28 N0175'52'E - 85.50' 6' CONC. CURB - 29 N88'44'08 "W - 17.83' 6' CONC. CURB 61 30 90170'00' 200' 3.14' 6' CONC. CURB 20.00' 31 N88 44'08'W - 116.57' 6" CONC. CURB N2175'520E 32 90170'00" 4.00' 6.28' 6' TYPE 'G' CONC C & G 33 90w,000 4.00' 6.28' 6' TYPE 'G' CONC. C & G 34 N88044'08'W - 2.00' 6' CONC CURB 35 90'00'00' 4.00' 6.28' 6' CONC CURB 36 N017552E - 14.00' 6' TO 0' CONC. CURB 37 N017552'E - 15.50' 6' TO 0" CONC CURB 38 15630102' 3.06' 8.38' 6' CONC CURB 90'00'00' 39 N011552'E - 15.50' 6' CONC. CURB N017552 "E 40 N8844'080W - 25.50'1 6' CONC. CURB 90'00'00' 41 N0175'52 0E - 15.42' 1 6' CONC. CURB N88'44'08'W APPROVED DATE REFERENCES DATE BENCHMARK 0087 -G 9-28-06 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWES 10305 -G 2 -3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY ' AT THE NORTHEAST RETURN INTO SCRIPPS MEMORI/ HOSPITAL, ENCINITAS. 2.5' BRASS DISC ENC -48 2004 ELEVATION IS 173.376 NAVD 88 f O CURB DATA PRIVATE CONT. NO DELTA/BRNG RADIUS LENGTH REMARKS 42 15904444' 4.10' 11.43' 6" CONC CURB 43 N017552'E - 33.00' 6' CONC CURB 44 159 4444' 4.10' 11.43' 6' CONC. CURB 45 N0175'52'E - 15.50' 6' CONC CURB 46 N88 44'08'W - 17.50' 6' TO 0' CONC. CURB 47 N0175'52'E - 5.00' 0' CONC CURB 48 N0175'520E - 14.00' 6" TO 0' CONC CURB 49 90'00'00' 4.00' 6.28' 6' CONC. CURB 50 N88044'08'W - 200' 6' CONC CURB 51 90'00'00' 4.00' 6.28' 6' TYPE 'G' CONC. C do G 52 N0175'520E - 7.00' 6" TYPE 'G' CONC. C & G 53 N0175'52 *E - 5.92' 6' TYPE 'G' CONC. C & G 54 N017552E - 86.73' 6' CONC. CURB 55 N38'44'08" - 1556' 6' TO 0' CONC CURB 56 N011552'E - 102.30' 0' CONC. CURB 57 N41,1552 0E - 15.50' 6' TO 0' CONC. CURB 58 93'03'07' 9.73' 15.80' 6' CONC. CURB 59 N88'44'08" - 10.50' 6' CONC CURB 60 N217552 E - 24.37' 6' CONC. CURB 61 N68'44'08' - 12.00' 6' CONC CURB 62 N211552 "E - 20.00' 6' CONC. CURB 63 N88'44'08'W - 11.51' 6' CONC CURB 64 N2175'520E - 24.37' 6' CONC. CURB 65 N68 44'08" - 11.67' 6' CONC CURB SCALE q � HORIZONTAL 1 = �;0 VERTICAL tAwAf- t4 C PARKING STALL DATA NUMBER STALLS PRIOR TO 400 CONSTRUCTION NO NUMBER STALLS AFTER 117 CONSTRUCTION REMARKS NUMBER OF STALLS LOST 283 IN TEMPORARY PARKING 4.37' LOT 67 NOTE THE STALLS LOST DURING 7HIS PHASE OF CONSTRUCTION ARE ACCOMOOATED IN THE RECENTLY COMPLETED PARKING STRUCTURE (PHASE 1) PROJECT. PLANNING AND BLDG. DEPARTMENT REVIEWED BY: 1 DA No. C48358 ' aWC Exp. 6-30-2012 sj CIVIV OF CX66 CURB DATA PRIVATE CONT. NO DEL TAIIBRNG RADIUS LENGTH REMARKS 66 N21'15'52'E - 4.37' 6' CONC. CURB 67 N68'44'08 0W - 16.52' 6' CONC CURB 68 N68'44'080W - 4.19' 6' CONC. CURB 69 N2175'52 E - 19.00' 6' CONC CURB 70 N88 44'08'W - 4.46' 6' CONC. CURB 71 N211552'E - 17.47' 1 6' CONC CURB 72 N211552'E - 5.89' 6" CONC. CURB 73 N68'44'08'W - 12.00' 6' CONC CURB 74 N2l'15'52'E - 4.37' 6' CONC CURB 75 N68'44'08'W - 12.00' 6' CONC. CURB 76 N2175520E - 1572' 6' CONC. CURB 77 110'00'00' 3.00' 576' 6' CONC CURB 78 N88 44'08'W - 3.08' 1 6' CONC. CURB 79 90 00'00' 2.00' 3.14' 6' CONC. CURB 80 N0175520E - 16.00' 6' CONC. CURB 81 N88944'08'W - 31.00' 6' CONC CURB 82 N011552 "E - 16.00' 6' CONC. CURB 83 89'01'32" 200' 311' 6" CONC. CURB 84 903828' = 10.00' 15.88' 6' CONC CURB 85 N017552'E - 27.09' 6' CONC. CURB 86 N88'44'08'W - 31.55' 6' CONC. CURB 87 N0175'52'E - 171.15' 6' AC BERM 88 N017552'E - 27.09' 6' CONC. CURB 89 397336' 26.00' 17.88' 6' CONC CURB PLANS PREPARED UNDER SUPERVISION ]OF DATE: 11 b i-�- !1 r ,A �� R.C.E. NO. C48358 ENGINEER EXP. 6 -30 -2012 STEVEN C. KETTLER CURB DATA DISABLED ACCESS AISLE. FOR STRIPING & PATH OF TRAVEL, SEE SHT A -050 ARCHITECTURAL SITE PLAN FIRE HYDRANT ASSY. WITH REFLECTIVE PAVEMENT MARKER TRAFFIC STRIPING DESIGNATING REDUCED LANE WDTH PARKING STALL STRIPING (TYP.) DOUBLE -LINE STRIPING CONSISTING OF A 4-INCH MADE WHITE LINE 1 -2 FEET APART PER PARKING DESIGN MANUAL. PEDESTRIAN RAMP (SEE DETAILS 6 AND 11, SHEETS 8 AND 9) CURB DATA I GENERAL CONS7RUC11ON NOTES & LEGEND NO. DELTA RNG RADIUS O1 CONSTRUCT CURB RAMP PER DETAIL 6, SHEET 8 90 3973'36' 25.00' OCONSTRUCT PEDESTRIAN RAMP PER DETAIL 11, SHEET 9 91 N017552'E - 3O SIDEWALK / HARDSCAPE PER LANDSCAPE PLANS 92 N017552'E - 4� MEET EXISTING PAVING 93 97'00'05' 1K 8.88' O 12" CONCRETE STRIP PER LANDSCAPE DETAIL N0175520E - 18.12' I 95 O 5 1/2' CONCRETE DRIVEWAY 51.00' 6' CONC. CURB 96 + r OCONCRETE CROSS GUTTER 97 N017552'E - PER SDRSD G -12 6' MODIFIED CONC. ! 119 1 HEAVY DUTY A.C. PAVING (TI -6) ' 8 O 4" A.C. PAVING /6' AGGREGATE BASE W03"27", 1 3.11f UNDERLAYMENT: SCARIFY UPPER 12' OF 100 N017552'E - SUBGRADE & RECOMPACT TO 95% DRY DENSITY. 6' CONC CURB 101 N88'44'08'W SECTION TO BE VERIFIED BY SOILS ENGINEER. (p.77' 6' CONIC. CURB 102 9339'38' LIGHT DUTY A.C. PAVING (TI -5 1536' 6' CONC. CURB 103 v44 O 4 4 44 4 ° 4 4 4 4 4 3.5" A.C. PAVING /6" AGGREGATE BASE UNDERLAYMENT. SCARIFY UPPER 12" OF 12.00' 6' CONC. CURB 104 4 0 4 4 3.00' 4.71' / ,� 105 4444444 SUBGRADE & RECOMPACT TO 95% DRY DENSITY. - ° 6' CONC. CURB SECTION TO BE VERIFIED BY SOILS ENGINEER. 90'00'00' 3.00' 0 0 0 0 °a o o GRASSCRETE - SEE LANDSCAPE PLANS FOR r ( 10 O - SPECIFICATIONS v I 108 o a a aaaaOaC} 10.00' ... 6' CONC. CURB 109 LEGEND ` CURB DATA DISABLED ACCESS AISLE. FOR STRIPING & PATH OF TRAVEL, SEE SHT A -050 ARCHITECTURAL SITE PLAN FIRE HYDRANT ASSY. WITH REFLECTIVE PAVEMENT MARKER TRAFFIC STRIPING DESIGNATING REDUCED LANE WDTH PARKING STALL STRIPING (TYP.) DOUBLE -LINE STRIPING CONSISTING OF A 4-INCH MADE WHITE LINE 1 -2 FEET APART PER PARKING DESIGN MANUAL. PEDESTRIAN RAMP (SEE DETAILS 6 AND 11, SHEETS 8 AND 9) CURB DATA PRIVATE CONT. NO. DELTA RNG RADIUS LENGTH REMARKS 90 3973'36' 25.00' 17.19' 6' CONC. CURB 91 N017552'E - 44.48' 6' CONC. CURB 92 N017552'E - 40.00' 6' CONC. CURB 93 97'00'05' 5.25' 8.88' 6' CONC." CURB 94 N0175520E - 18.12' 6' CONC. CURB 95 N88 44'08'W - 51.00' 6' CONC. CURB 96 6' - CURB 97 N017552'E - 51.00' 6' MODIFIED CONC. 98 119 1 - - 6.84' 99 W03"27", 2.00' 3.11f 6' CONC CURB 100 N017552'E - 1/0.00' 6' CONC CURB 101 N88'44'08'W - (p.77' 6' CONIC. CURB 102 9339'38' 9.40' 1536' 6' CONC. CURB 103 N88'44'08'W - 12.00' 6' CONC. CURB 104 90'00'00' 3.00' 4.71' 6' CONC. CURB 105 N017552'E - 250' 6' CONC. CURB 106 90'00'00' 3.00' 4.71' 6' CONC. CURB 107 N8644'080W - 1200' 6' CONC CURB 108 90'0000' 10.00' 15.71' 6' CONC. CURB 109 90170'00' 3.00' 4.71' 6' CONC. CURB 110 N88'44'08" - 19.00' 6' CONC CURB 111 90170'00' 3.00' 4.71' 6' CONC CURB 112 N0175520E - 2.50' 6' CONC. CURB 113 90'00'00' 3.00' 4.71' 6' CONC. CURB APPROVALS REVIEWED BY: e�WREN MA SH MAHER, C42519 CE A. WATT PUBLIQ.WORK DIRECTOR DATE: 2I (p/ (( DATE I' El CURB DATA PRIVATE CONT. NO. DEL TAIBRNG RADIUS LENGTH REMARKS 114 N88'44'08'W - 12.00' 6' CONC. CURB 115 N0177'16'E - 45.00' 6' TYPE 'G' CONC. C & G 116 90171'24' 3.00' 4.71' 6' TYPE 'G' CONC C & G 117 N88 44'08'W - 7.02' 6' CONC. CURB 118 N017552'E - 51.00' 6' MODIFIED CONC. CURB 119 1 N88 44'08'W - 6.84' 6' CONC. CURB 120 100170'23' 3.00' 5.24' 6' TYPE 'G' CONC. C do G 121 793937' 15.00' 20.94' 6' TYPE 'G' CONC. C & G 122 N88'44'08'W - 5.00' 6' TYPE 'G' CONC. C & G 123 887227' 500' 7.71' 6' CONC. CURB 124 913733' 200' 3.20' 6' CONC. CURB 125 N8844'08'W - 1298' 6' CONC CURB 126 N017552E - 9.00' 6' CONC CURB 127 N017552'E - 4.00' 6' CONC. CURB 128 90'00'00' 500' 7.85' 6' CONC. CURB 129 N88 44'08'W - 22.00' 6' CONC. CURB 130 90710'00' 5.00' 7.85' 6' CONC. CURB 131 N017552'E - 4.00' 6' CONC. CURB 132 90'00'00' 3.00' 4.71' 6' CONC. CURB 133 N88'44'06'W - 26.00' 6' CONC. CURB 134 90'00'00' 3.00' 4.71' 6' CONC. CURB 135 N017552 "E - 221' 6' CONC. CURB 136 90'00'00' 3.00' 4.71' 6' CONC. CURB 137 N88'44'08'W - 26.00' 6' CONC CURB 138 90'00'00' 3.00' 4.71' 6' CONC. CURB 139 N017552'E - 2.21' 6' CONC. CURB 140 90170'00' 5.00' 7.85' 6' CONC CURB 141 N88'44'08'W - 22.00' 6' CONC. CURB 142 90170'00" 500' 7.85' 6' CONC CURB 143 N8844'08'W - 12.01' 6' CONC. CURB 144 8931'50' 300' 4.71' 6' CONC. CURB 145 N0174'02'E - 6.30' 6' CONC. CURB 146 90170'00' 5.00' 7.85' 6' CONC. CURB 147 N8844'06'W - 500' 6' CONC CURB 148 90'00'00' 15.00' 23.56' 6' CONC. CURB 149 N017552'E - 4.50' 6' CONC. CURB 150 N88044'08'W - 11.00' 6' CONC CURB 151 9000'00" 4.00' 6.28' 6' CONIC CURB 152 N017552'E - 15.50' 6' CONC. CURB 153 N88 44'08'W - 4.00' 6' CONC. CURB 154 N88'44'08'W - 0.50' 6' CONC. CURB 155 N017552'E - 15.71' 6' CONC. CURB 156 1 90'00'00' 4.00' 6.28' 6' CONC. CURB 157 N43044'08' - 6.00' 6' CONC. CURB 158 N467552'E - 6.00' 6' CONC CURB 159 N43'44'08' - 6.00' 6' CONC. CURB 160 N4675 52'E - 6.00' 6' CONC CURB 161 N43'44'08" - 6.00' 6' CONC. CURB 162 N467552 0E - 6.00' 6' CONC. CURB 163 N4344'08' - 600' 6" CONC. CURB 164 N467552 0E - 6.00' 6' CONC. CURB 165 N0175'52 "E - 1.50' 6' CONC. CURB 166 N017552 "E - 57.12' 6" CONC. CURB -BOTH LOCA71ON 167 180'00'00' 1.00' 1 3.14' 6" CONC CURB -BOTH LOCA77ON CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWING NO. SITE PLAN/HORIZONTAL CONTROL AND PAVING PLAN SCRIPPS MEMORIAL HOSPITAL 10839 -G CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET 7 OF 12 &SOP SU I LT V 291 18 711 R31 TOTAL INSIDE LENGTH &5' 4.25' (SEE NOTE BELOW) PARKING STALL BYPASS CHAMBER TREATMENT CHAMBER CHAMBER TREATMENT CHAMBER LENGTH LENGTH BLOCKOUT A 4 a 121/281' ? R 1J2� N PLAN I f 1 1 CORED OPENING r -- - - - - -- ------------ -ri- 1 TO ACCOMMODATE o a a p e e a a_ r` TOP OF 6 0 CURB I //�T► i I I OUTLET PIPE Q a a o TOP OF 0" CURB A CONDUIT �% ©QO A A. 43 J 6 CURB IRRIGATION VAl21Fx5 R 18 12" k (TYP.} R GJF�� BOTTOM OF CURB d G f ELEVA710N LET b� ©a�lQ I ; ALTERNATIVE OUT © ocA6 T14N (TYP.) MODIFIED CURB WHEEL STOP I I � NOT TO SCALE WAX-R 1 I E i f No. 2424 CAST IRON NO. 2424 STEEL PARKWAY y e PARKWAY 1W GRATE f OR R C COVER FACE OF CURB FLOW INLET FLOW CURB 1 WO °oN15 ROLLED CURB & GUTTER �� wr.105 WIDTH NOT TO SCALE � � �� PLAN VIEW < NO. 2424 STEEL 1 m a PARKWAY GRATE NO. 2424 TOP SECTION OR EXTENSION' W/O K.O. 1/2' R 1/2" R o NO. 2424 STEEL 1 3 0 c w CHj� TRAFFIC GRATE PLANT NOT SHOWN FOR CLARITY to �RT F (BY AMERICAST) > 5 3'X3' TREE GRATE WITH FRAME ENERGY DISSIPATION LAYER WEAKENED PLANE JOINT 1" R ° Iii° CLEANOUT COVER 21X4' COVER WITH FRAME ' NO. 2424 LOWER SECTION TOP SLAB <.,. W/ K.O. TOP OR EXT HT. LBS AVAILABLE ►• ,.. * . SECTION * *2424 T6 6" 303 NO K.O. CHART * *2424 T12 12" 606 NO K.O. N R 2424 T18 18" 909 NO K.O. . if & �° FILTERRA FLOW *2424 T18 18r 909 W\ 2 8'X14; KO R CONTROL TROY W 1 2' 5 *2424 T24 24 1030 W\ 8 X14 KO c 1 * to ' PATENT PENDING) . I f, ✓I LOWER HT. LBS AVAILABLE : '' BY AMERICAST) .'M ..A /n% MX ..a .,n t NOTES- 1. 1: I .. 1 11 CONCRETE SLOPE 2. 1' / 1 ': 1/ TOWARD ® CURB DATA (PRIVATE) CONT.) N0, ELT ,2, 01US L F6AAIZK5 168 960q 140 - 15,1 3, I10UED C426 p24zmdlQ 169 N01 °1515 6 4" BAFFLE WALL 51, q' CaNG. 170 N 511 5"E - 15.13' ROAD C0IZ13TKAfJNTiON 171 NOJ oe 6m - 22, y9' !v'r Com. U 172 I &POO'Od' 1• Z5 5.95' P 173 NOI °/5'52 —�•4R' �� 979 18a15o�„ 1, 3�i3' �� TOTAL INSIDE LENGTH &5' 4.25' (SEE NOTE BELOW) PARKING STALL BYPASS CHAMBER TREATMENT CHAMBER CHAMBER TREATMENT CHAMBER LENGTH LENGTH BLOCKOUT A 4 a 121/281' ? R 1J2� N PLAN I f 1 1 CORED OPENING r -- - - - - -- ------------ -ri- 1 TO ACCOMMODATE o a a p e e a a_ r` TOP OF 6 0 CURB I //�T► i I I OUTLET PIPE Q a a o TOP OF 0" CURB A CONDUIT �% ©QO A A. 43 J 6 CURB IRRIGATION VAl21Fx5 R 18 12" k (TYP.} R GJF�� BOTTOM OF CURB d G f ELEVA710N LET b� ©a�lQ I ; ALTERNATIVE OUT © ocA6 T14N (TYP.) MODIFIED CURB WHEEL STOP I I � NOT TO SCALE WAX-R 1 I E i f No. 2424 CAST IRON NO. 2424 STEEL PARKWAY y e PARKWAY 1W GRATE f OR R C COVER FACE OF CURB FLOW INLET FLOW CURB 1 WO °oN15 ROLLED CURB & GUTTER �� wr.105 WIDTH NOT TO SCALE � � �� PLAN VIEW < NO. 2424 STEEL 1 m a PARKWAY GRATE NO. 2424 TOP SECTION OR EXTENSION' W/O K.O. 1/2' R 1/2" R o NO. 2424 STEEL 1 3 0 c w CHj� TRAFFIC GRATE PLANT NOT SHOWN FOR CLARITY to �RT F (BY AMERICAST) > 5 3'X3' TREE GRATE WITH FRAME ENERGY DISSIPATION LAYER WEAKENED PLANE JOINT 1" R ° Iii° CLEANOUT COVER 21X4' COVER WITH FRAME ' NO. 2424 LOWER SECTION TOP SLAB <.,. W/ K.O. TOP OR EXT HT. LBS AVAILABLE ►• ,.. * . SECTION * *2424 T6 6" 303 NO K.O. CHART * *2424 T12 12" 606 NO K.O. N R 2424 T18 18" 909 NO K.O. . if & �° FILTERRA FLOW *2424 T18 18r 909 W\ 2 8'X14; KO R CONTROL TROY W 1 2' 5 *2424 T24 24 1030 W\ 8 X14 KO c 1 * to ' PATENT PENDING) . I f, ✓I LOWER HT. LBS AVAILABLE : '' BY AMERICAST) .'M ..A /n% MX ..a .,n t NOTES- 1. 1: I .. 1 11 CONCRETE SLOPE 2. 1' / 1 ': 1/ TOWARD ® ©® r c • R • • • 1 1 1 1 1 2424 L24 • BOTTOM 1. IP - 11= 11- 11= 11= 11 =11 =N =11 ?511= =1 11 D [t I[ 11 =11 =[[ =11 =i1 =11=11 11 ='l1 -= 1111 -11 =1L ®� 4" BAFFLE WALL U I1 =11 11 —II� ®� =z II 11 =R' =z II II II 11 11 I Piil 1= 6 11 I1 =II 11 # II= 111- II�II II 11 -11 11 =11 II II -II II 11.-❑ ❑.-11 s –.a • r -.r r " -,r -.• s —.a • a. a.''' © ®® Y`�! ■■ X24" * *2424 B30 30" 3975 2 14 "X14" KO i a .. ' :.. d , :M :QY ? : ; ,. ; . . 2424 836 36" 4050 W\ ((2� 14 "X14" KO CURB AND GUTTER O — COMBINED n 6 UNDER�kW 'STONE MULCH LAYER FILTER MEDIA CONCRETE VAULT OUTLET PIPE SCALE L RI WITH FRAME ONLY. (13Y AMIERICAST) (BY AMERICAST) (BY AMERICAST) (BY AMERICAST) (BY CONTRACTOR) * . ** WITH OR WITHOUT FRAME. SECTION A -A 8 VARIES WIDTH AS SHOWN ON PLAN »� - 1/2" R 36 NOTE: TOTAL INSIDE LENGTHS 8' AND 10' AS SPECIFIED ON SHEET 6 OF 12. 3B 1/2" A.' / PRIVATE 24 X 24 BROOKS BOX DETAIL 5 PRIVATE 4 WIDEPRECAST FILTERRA CURB INLET WITH INTERNAL BYPASS WEAK ED PLANE JOINT 8 / NOT TO SCALE NOT TO SCALE " I I NON - CONTIGUOUS CURB REQUIRED A 4' MIN �\ P.C.6 /RADIUS_ P.C.R. RADIUS - - - - -_j ' WIDTH AS SHOWN ON PLAN < pli­ i 1/2" R NOTE: y. "_ R WTRANSITION AREA I \�� \��� 1/2" 1/4' PER FT. MONOLITHIC CURB 1. LANDING CROSS SLOPE SHALL BE 1.5X ' A i I I IF SPECIFIED OR REQUIRED TRANSITION AREA 2 Z SIDE SLOPE SHALL BE 10:1 SIDEWALK r I I c�i� c�ij - - r - - - CL OF RETURN . - R =10' I I I al / WEAK ED PLANE JOINT I' " FACE OF CURB Z 4 Z r --- - - -_-J G 2 A LIP TOE / LIMIT OF CONSTRUCTION CONTACT JOINTS WHEN r CONTIGUOUS ' '? 1: I / 12" MADE BORDER WITH �` A p SEPARATE POURS ARE MADE NOTES: 12" WADE BORDER WITH �' • _ f.',- 1/4� GROOVES APPROX. - TYPE B TOP OF CURB 1/4 GROOVES APPROX. {;;:' J 1. CONCRETE SHALL BE 308 kg/M3 C 17 Mpa (520 C 2500). 3/4" O.C. 3/4 O.C. FACE OF CURB J . 10' UNLESS OTHERWISE ' �,• R .. 1�YP LIMIT OF CONSTRUCTION Z 4' Z UP OF GUTTER GUTTER FLOW NOTES: HOWN ON PLA ICAL SIDEWALK TYPICAL SECTION L A ELEVATION - TYPE B LINE 1. CONCRETE SHALL BE 332 kg /M3 C 22 Mpa (560 C 3250). 7a OF NOT TO SCALE � - TYPE A 6" MIN 2. - - - -- WEAKENED PLANE JOINTS. 1.y 5X TOP NDIN 5X MAXIMUM GUTTER 3. = TYPICAL FLOWLINES. QROFESS /p 12" 833X APRON SLOPE AT RAMP 4. O = ELEVATIONS TO BE SHOWN ON PLANS. ��O C. /l� 1 X MAX OPENING 5. RETURN SEGMENTS TO BE 7" THICK. BASE MATERIAL AS Undwpa®d 8wnloe Aiw! �� �� I y� SHOWN ON PLANS m CURB RAMP DETAIL y No. C48358 m TRUNCATED 2' 6. CURB BETWEEN P.C.Rs. SHALL BE CONSIDERED AS PART SECTION A -A OF CROSS GUTTER. ®_ TOLL NOT TO SCALE * Exp. 6-30 -2012 * DOME�S�ON A -A 7, IN ALL CASES SUBGRADE SHALL BE COMPACTED TO 95X MIN 1- 800422 -4199 srq� CIVIL�N• 6 RELATIVE COMPACTION TO DEPTH OF 12". CROSS GUTTER 7 qr CAVE NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0087 -G 9 -28 -06 qTY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY` DETAILS 10305 -G 2 -3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE HORIZONTAL AS SHOWN 1 V. -A �. /tA (�f f— SCRIPPS MEMORIAL HOSPITAL 10839 -G S' v1LZS 1• OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY DATE: B AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL Iz If, ►) C48358 MASIH MAHER, C42519 LAWRENCE A. WATT CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) HOSPITAL, A71ONI S 12.5" BRASS DISC ENC -48 VERTICAL As sNowt4 ®� � °R.C.E. N0. PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE 2004 ELEVA710N IS 173.376 NAVD 88 AT. ENGINEER EXP 6 -30 -2012 DATE: (Z/ (�� (( DATE./ �// SHEET 8 OF 12 STEVEN C. KETTLER WORK PROJECT N0. 06 —Ofi6 MUP�R/EIA /CDP L 7 J W z m o: cr .. 12' U 1/2" R 6" 1/2' R 8" 3 4' 6' WIDE BIO -SWALE 1/2" R w w o WEAKENED PLANE '` WEAKENED PLANE c cn 1 JOINT oI' 1 JOINT 2w z� \ 3 2w w GUTTER LINE N�, GUTTER LINE • 1 4 R GROOVING DETAIL - - FOR BIO -SWALE TURF DESIGN SEE LANDSCAPE ARCHITECT PLAN, 111 BUILDING PERMIT PLAN CURB/WHEEL STOPS NO. 06 -351 zo zo z I I -I � �� _ -III -1 :.:; :. Lu PLANTING AREA -III �•, _ -I I -I I -I I �� �1 � _ 14, 10 _ _ TO % I-I I I-I I I „ ,3 w " I� �, W W RAMP DOW I I- III - III -III A �I I I I I I I I I- ;'MAX I - III -III -i A - III I 6' CURB 8" CURB -� � � 83� MAX P ~� -1 -1 -1 I h - - III III I -1 - [�COIi' INFORCEMENT MAT AREA =0.89 SO. FT. AREA-11.09 SO. FT. © 6CONCRETE - - -I - I I I -III -I I -I I -I - E THETIC MATERIAL �_ � '��_,' III I I °x CURB I I- -= j III I -) -IIC�R R S RECOMMENDATION. t W -III VA RIES',IIIIIIIII, ,III PLANTING AREA I -1 II I 4 PERFORATED PVC SHOWN ON PLANS PLAN =I I I =II 1 I h DRAIN WITH - ' I FILTER FABRIC WRAP ,B" MIN. 1/2• (o F:tJCN��2�D y ->-. - •+ I r �` + --8 �" -�r �- I I- I N GUTTER ELEVATION °z P = PAVEMENT FINISH SURFACE (PER PLAN) TC = TOP OF CURB (PER PLAN) I II� Ct I I I I I ; APPROVED FILTER FA BRIC , � ' •', '- . I I I- �,o -II I II III I� &• OPEN-GRADED Z _ j (r -r _ AGGREGATE 3 CUBIC FT./FT. TT '- 0 SEE PLAN FOR RAMP ADJACENT CM0177ONS _ _ 1 \ 2 CONCRETE CURB 'RIPPLE' NOTES, I L - - - - - - WEAKENED PLANE JOINT SUP RESISTANT HEAVY BROOM 7EXTURE F INSH. ADJACENT PAVING - SEE LANDSCAPE PLANS 1. PIPE SHOULD BE 4 -INCH MINIMUM DIAMETER, PERFORATED, THICK EXISTING CURB 1 1 EXCEPT WHERE ELEVATIONS CONCRETE WARNING BAND- SEE GROOVING DETAIL ON TOP WALLED SCHEDULE 40 PVC, SLOPED TO DRAIN AT 1 PERCENT MINIMUM SH IWN INDICATE OTHERWISE ® 0' CURB 2. FILTER FABRIC TO BE MIRAFI 14ON OR EQUIVALENT CY11lER NOTES: 3. BIO -SWALE TURF TO BE PERMANENTLY LANDSCAPED AND IRRIGATED. REFER TO LANDSCAPE PLANS FOR PLANTING AND IRRIGATION. 1. CONCRETE SHALL BE 308 kg/M3 C 17 Mpa (520 C 2500). n61JQINE1✓RED501L" LAYucR, SHAD -. 136 'SAM0Y LOAM' SAIL MIX WITH NO MOP,- 7_�JAN 511 COY CON716N7; THE MIX 54ALL WKjrrAIN50- (nQ %SAUD, 20-30° CO"PosrOR. 14AIZ0W6o0 MULCT -1, AND 20 -30% TOPSC)IL F'2. &G 0 1 2. SLOPE TOP OF CURB 1/4" PER FOOT TOWARD STREET. 5TON15s, STUMPS QT'S, OR S1M1LAP_ PJ&�C7S AA10 ALSO FW-E OF TNOJ10U5 W,5 DS. CURBS AND GUTTER - SEPARATE �' 1 ' B10 -SWALE NOT TO SCALE 1 % NOT TO SCALE L 3/4' 1 4' R GROOVING DETAIL LLJ Q DEBRIS TRAP I A I RP DOWN p 8.13% MAX. FOSSIL ROCKTM POUCHES 2 � � r = O I © "ULTIMATE" BYPASS b �p P er LINER N PLANTING AREA SUPPORT BASKET CATCH BASIN PLAN (FALT GRATE STYLE) OUTLET PIPE Flo -Gard +Plus P = PAVEMENT FINISH SURFACE (PER PLAN) Filter Installed �i-✓ `J TC = TOP OF CURB (PER PLAN) TOP VIEW INITIAL BYPASS `y NOTES: GRATE ky X1 d EL EL 171.0 -172 0 171.0 -17 0 ID SEE PLAN FOR RAMP ADJACENT COND17IONS GASKET 2 FREEBOARD CONCRETE CURB ULTIMATE BYPASS 2 MINIMUM N TOP OF BASIN SUP RESISTANT HEAVY BROOM "RIPPLE' 7EX7URE FINSH. ADJACENT PAVING -SEE LANDSCAPE PLANS w DEBRIS TRAP 24 168.5 010o LANDSCAPED BASIN. REFER - CONCRETE WARNING BAND - SEE GROOVING DETAIL ON TOP SUPPORT BASKET PERFORATED PIPE TO SEPARATE LANDSCAPE PLAN ® 0' HIGH FACE CURB FOSSIL ROCK POUCHES 1 167.1 =BTM OF MODIFIED TYPE 'F' OPENING LANDLOK TURF REINFORCEMENT MAT © 6w HIGH CURB FACE WATER QUALITY/TREATMENT ELEV OR EQUIVALENT GEOSYNTHETIC MATERIAL LINER NOTES BTM ELEV , TO BE INSTALLED PER 164.5 N cV ffcV ff MANUFACTURER'S RECOMMENDATION. 1. FLO- GARDTM +PLUS (FRAME MOUNT) HIGH CAPACITY CATCH BASIN = = 3' (EXPOSED) RETAINING WALL PER ANCHOR =III CATCH BASIN SIZES AND STYLES (SEE SPECIFIER CHART). REFER TO 24" OF 'ENGINEERED SOIL' III - III - III - III - III - III -I I (- III -I I (- III III III -I RETAINING WALL PLAN (SHEETS 11 AND 12). I =) I -I Ia I I I I -I I I -I I I =I I I -I I I -I I I =I I (=I I( =I I I =I I I PEDESTRIAN RAMP DETAIL OUTLET PIPE THE FLO- GARDTM +PLUS (WALL MOUNT) INSERT FOR DEVICES TO FIT =I REFER TO SHTS 11 AND 12 FOR LOCATION 11 NON- STANDARD OR COMBINATION STYLE CATCH BASINS. III = III =I I =I I =I I =I I =I I =I I =I I =I I =I I =I I= =I z OF WALL ANCHORS BEHIND THE WALL NO SCALE N NOTE: WALL REQUIRES 6' LEVEL BACK CUT 2. FILTER INSERT SHALL HAVE BOTH AN "INITIAL" FILTERING BYPASS AND 2" OF 3/8' GRAVEL / O EL 160.67 TO INSTALL REINFORCEMENT "ULTIMATE" HIGH -FLOW BYPASS FEATURE. • ;�,;.r'�`,;,:x.R.�._ . „��x;•��s:,- .•*r'•,;�• .•; ��, . a • ,;1• •• �., -•� � � CONTRACTOR TO CONSULT GEOTECH AND ADJACENT UTIUTIESAMPROVEMENTS. x��f,Yi4.'aL�.Q111P SIDE VIEW 3. FILTER ASSEMBLY SHALL BE CONSTRUCTED FROM STAINLESS STEEL • w *;„•t:.;�N`�i�`. ��-+�J`�� %�:'t1 SwC•;� TS.�BSk• 18 OF 3/4 CRUSHED ROCK W T� CONTRACTOR TO COORDINATE THE WALL ' `'"��' ' 'f u"`�' ' "7' �"�'r• ``� e NOTES: (TYPE 304). �,,� , c� BACK -CUT WITH THE GEOTECHNICAL CJ*;4.rT�'�"•%'''•i'~••4•�"fi:h y' :''n'k':.:+s:,l"en �rJ '.�:: •tii R�'�w i�, ..eax�<<•3�,;.,• .�,.,;;;,,t.; ,,;�•� Ws".c , ':t"'' F`'�"r � ENGINEER AND PROTECT EXISTING 1. STORAGE CAPACITY REFLECTS 80% OF MAXIMUM SOLIDS 4. ALLOW A MININUM OF 2' -0" OF CLEARANCE BETWEEN THE BOTTOM .?^�:. `` `� rr• '• t r" "' ��'r "`�'�`"" IMPROVEMENT'S. COLLECTION PRIOR TO IMPEDING FILTERING BYPASS. OF GRATE AND TOP OF INLET OR OUTLET PIPE(S). REFER TO THE 2. FILTERED FLOW RATE INCLUDES A SAFETY OF FACTOR OF 2. FLO- GARDTM INSERT FOR 'SHALLOW* INSTALLATIONS. 4' PERFORATED PVC PIPE TIE INTO TYPE 'F' CATCH BASIN 3. FLO -GARD +PLUS CATCH BASIN FILTER INSERTS ARE AVAILABLE 5. FILTER MEDIUM SHALL BE FOSSIL ROCKTM INSTALLED AND MAINTAINED IN THE STANDARD SIZES (SEE ABOVE) OR IN CUSTUM SIZES. IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 1. "ENGINEERED SOIL" LAYER SHALL BE "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN CALL FOR DETAILS ON CUSTOM SIZE INSERTS. 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR 4. FLO -GARD +PLUS FILTER INSERTS SHOULD BE USED IN CONJUCTION FOSSIL FILTER INSTALLATION DETAILS OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. WITH A REGULAR MAINTENANCE PROGRAM. REFER TO NOT TO SCALE MANUFACTURER'S RECOMMENDATION MAINTENANCE GUIDELINES. F=L RLTER PRODUCTS B I OR ETEN TI ON BASIN N07ED MAY BE SUBS777UIED Nu SCALE MITH EQUIVALENT MATERIALS BY 07HER MANUFACTURERS AS APPROVED BY DMINED? QRpFESS /oN9 AND ONNER Ondapnmd 8mvbs Abe! ti H No. C48358 m my � ym m * Exp. 6 -30 -2012 ®CUL TOIL 1- 800422 -41M �,9� cIV,\� 10 13 �.P OF CP.L\E ,.o.�c ms maa nv m REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0087 -G 9 -28 -06 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY HORIZONTAL PsSV0At4 REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF � �I1 DATE fe, �:, REVIEWED BY: /1/1 ILA L V /V, DETAILS SCRIPPS MEMORIAL HOSPITAL 10839 -G 10305 -G 2 -3 -10 iA5 - tTs c 23• AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. 2.5" BRASS DISC ENC -48 2004 ELEVATION IS 173.376 NAVD 88 VERTICAL As 0,0000 IL IS �) ®� ENGINEER STEVEN C. KETTLER R.C.E. NO. C4e358 EXP 6 -30 -2012 MASIH MAHER, C42519 WRENCE A. WATT PUBLIC/ WORKS DIRECTOR DATE: % Z� 20 / DATE:r 2 / U CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) 354 SANTA FE DRIVE =WORK N0. 06 -066 MUP/DR/EIA /CDP ATE: SHEET 9 OF 12 (`` v E1144 1. THE FOLLOWING RESTRICTIONS OF HAULING OF CONS7RUC71ON MATERIAL AND HEAVY EQUIPMENT SHALL BE INCLUDED IN THE 7RAMC CONTROL PLAN, WHICH SHALL BE ENFORCED BY THE CITYS ENGINEERING INSPECTOR: A. HAULING OF CONS7RUC71ON MATERIAL (EXCLUDING HAULING OF HEAVY EQUIPMENT) ON DEVONSHIRE DRIVE SHALL BE PROHIBITED. THIS RES7RIC71ON SHALL NOT APPLY 70 CONS7RUC71ON ACTIVITY RELATED TO CONS7RUC71ON OF DEVONSHIRE DRIVE RIGHT- OF-WAY IMPROVEMENTS AND THE MEDICAL OFFICE BUILDING (MOB). B. FOR CONSTRUC71ON ACTIVITY RELATED 70 THE MOB OR DEVONSHIRE DRIVE IMPROVEMENTS, ANY HAULING OF CONSTRUCTION MATERIAL AND HEAVY EQUIPMENT ON DEVONSHIRE DRIVE SHALL BE PROHIBITED BEFORE 7:30 A.M. AND AFTER 5:30 P.M. C. THE CITY'S ENGINEERING INSPECTOR SHALL MONI7OR TRAFFIC COND17IONS IN THE PUBLIC RIGHT - OF-WAY AND MAY FURTHER RESTRICT HAULING OF CONSTRUCTION MATERIAL AND HEAVY EQUIPMENT. D. THE CITY'S ENGINEERING INSPECTOR SHALL ENSURE THAT HEAVY EQUIPMENT IS DIRECTED THROUGH THE INTERIOR OF THE CAMPUS AND AWAY FROM RESIDENTIAL S7REE7S WHEN PRAC7ICABLE. 2 THE REDUCTION IN ON- CAMPUS PARKING, DUE TO THE CONS7RUC71ON OF THE CRITICAL CARE BUILDING, CENTRAL ENERGY PLANT AND ASSOCIATED IMPROVEMENTS, WILL BE OFFSET BY THE PARKING CAPACITY IN THE RECENTLY CONSTRUCTED 'ON -SITE PARKING STRUCTURE' LOCATED IN THE 'MIDDLE" PORTION OF THE CAMPUS 3, THE wr_ATIom OF THE coNSTgucmoN TRAILERS SHOWN NERE OW AR=E APP901cE1sO(Am ONLY. T06C0MT9ACT6(Z SHAD- LOCATE ANC hAFKjITA1t4 TFFE5ETgAlLel2g INAMANNEft SO AS, TO MAINTAIN T141: REQUIIR.ED AAA ACe-ESS IN=P*NVAXOUt412 THE CONFERENCE cErl7P_K T9AILF_C/?1zojpcT AT ALL TIMES, 1. ALL DELIVERIES TO BE STAGED INSIDE SITE. -.. -� � � s ,.� a-- °•,,. I /rte v : rr / 2. HAULING OF CONSTRUCTION MATERIAL ON DEVONSHIRE SHALL -BE PROHIBITED. 3. HAULING HOURS OF OPERATIONS FROM 7:30 A.M. TO 5:30 P.M. ° ' %$ - w !. �...� �... �, ^""° .," r e^" s s, ri ,ter,,.- i" � I ;�; ✓� x>z � j T � t CONSTRUCTION HAUL ROUTE N�. I SITE FENCE y � FIRE DEPARTMENT ROUTE i � c, Tii - „+'� /!.' ".:':mil. r"%i:.. j ✓ d,�_. r. a >r r r� > L. r� p r - '' � r r•^ i'j,/Ji�. .e,,,. ,. -s�-!i d�/,�v � ,may _ � f a✓ � : .- �F �1e+� °�- 31 .�i13i1 - a i r j / r r r t ® f 1... w p -. y ; -."-�„ ...r�`- ", -'C`'} ` - . .� -i�'>� r `� ,� C �, ,, , ;x. tF" +,.',:•ii.,,•R`.•=F,'.,r'"',((` _ / % l ,✓se ;,,+. ,sue ,,,,_ s r 13 ` - --%� r jI G ' ;,, ,•:.�,. r es , s f d ,. P4`r °i r "r '"- w:s✓-".® .J .._ f .` .. ,d;-�. r ;..r. ^;., a...'r ` <_ , A & a n, '1� _ "Y" y �i • — it . _uu ` 1 � -,:_F �J�. . ! , '�: •-dil" m . -"-i1 - _ . � ,j: _ . ` +.4 I { - r {-_ � i . y I r s` ', f /% / .' ''•' /° ..' °''� =- I t., .:.\ , ,/" �� h p � - -., -2. . 'Y � 1 va �•-I z., 4 t tTMF ,. w- vw- - -I 1 rt i K 1 , r-* + -•t s ra :� :i,d- -_ 7� r � iZ... fE3t3 ./ ^t d' / %/, ' a=••_ \ �`... ..:. .:__. - `:.:.:. i _J_li_ .? �!I- w•..._ .,a_ .:.... ( t ...........0 .y.m......0 ::- I -: '°'. /�,// �r \� •*.., ...i .; ?- •— ..:.a- �-,o-. ti X. ._ -. - ..,„,:_ .- 15?. - ' 1_ ...... . -mss f€89i'i viii , _ . -. � ..- ._ r°'._ _. -. • _ _.. •s :_. ._. .. -._ - „.....f,� ,... ._q � ...._. = ._,. . . V . $ s , . .� --+ukx - -q�. J'• . ^_: .. X �. { , a- Y - _ $��cr.�__...,._n ...:_�. k - -___.. c - . -,. ._ - ........ __ ,-ffia. ...,.. _......_ �......_ -..-e- � ,....... -ff- i B �. -.A 4..� +ru _�_ . Y • �_V_ H q �K +— A m..®., � �^ ,. -�.`- �_. ..' ... _...,.,. .® —' '..:: .� ..... -a,��— _� '.-` .,.:: ry, .. Its /' Kyt: M dego®a SN” wry ��`� ��1' c X y = RM TW m c; No. C48358 CNL IML ooa Exp. 6 -30 -2012 1- 800 422 -4199 sr crv1� 0 9 OF CALIF no �a®a ms m'� my m REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT O 00 II 80 0 80 160 SCALE IN FEET GRAPHIC SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0087 -G 9 -28 -06 REVIEWED 8Y: TRAFFIC CONTROL STAGING PLAN FOR: CITY of ENCINITAS BENCHMARK ENC -48. NORTHWEST , REVIEWED BY- PLANS PREPARED UNDER SUPERVISION / OF CONTROL/ STAGING 2 -3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE HORIZONTAL t� ¢ . M -j f 10839- G L ,23,, OF SANTA FE DRIVE WEST of INTERSTATE HIGHWAY DATE: d 9.�- I( � SCRIPPS MEMORIAL HOSPITAL AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL ! /(,; CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) HOSPITAL, ENCINITAS. 2.5' BRASS DISC ENC -48 VERTICAL h otAF, _ L I S �I C48358 MASH MAHER, C42519 WRENCE A. WATT 2004 ELEVATION IS 173.376 NAVD 86 ENGINEER ® R.C.E. NO. PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE ATE 6 -30 -2012 Z Z - � - 11 STEVEN C. EXP. DATE I I' DATE: WORK PROJECT NO. D6 -066 MUP/DR/EIA /CDP SHEET 10 OF 12 AS- VI LT Underground Service Alert mu mm CALL TOLL 1 -800 422 -41-41 33 aw�mwwrrs REVISIONS SCRIPPS ENC ANCHOR RETAINING 1.0 SCOPE OF WORK 1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ANCHOR WALL BLOCK AND MIRAGRID GEOGRID REINFORCED SOIL RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE GRADING AND DRAINAGE PLAN BY LATTITUDE 33 PLANNING AND ENGINEERING. 2. WORK INCLUDED: A. FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. FURNISHING MIRAFI STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. STORING, CUTTING AND PLACING STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. D. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. I E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. 2.0 REFERENCE DOCUMENTATION 1. LATTITUDE 33 PLANNING AND ENGINEERING, SCRIPPS MEMORIAL HOSPITAL GRADING AND DRAINAGE PLAN. 2. KLEINFELDER, SUPPLEMENTAL GEOTECHNICAL RECOMMENDATIONS, PROJECT NO. 81848, DATED NOVEMBER 4, 2011. 3. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE APPLICABLE DOCUMENT. 3.0 SPECIAL PROVISIONS 1. RED ONE ENGINEERING, INC. (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. 2. RED ONE SHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT; COST OF ADDITIONAL SUBSOIL EXPLORATION; AND FOR ALL LABOR TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. THE OWNER SHALL BE RESPONSIBLE FOR ALL SUCH COST. ' 3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE EXECUTION OF THE WORK, INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS. 4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE PROPOSED RETAINING WALLS AND ALL UNDERGROUND FEATURES, INCLUDING UTILITY LOCATIONS WITHIN THE AREA OF CONSTRUCTION. 5. RED ONE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING. WALL(S), INCLUDING INTERNAL STABILITY AND LOCAL EXTERNAL STABILITY WHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. RED ONE ASSUMES. THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY. 4.0 GENERAL NOTES 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE GRADING PLANS REFERENCED IN SECTION 2.0. IF OTHER PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED AND /OR THE WALLS MAY NEED TO BE REDESIGNED. 2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR VERTICA BLOCK AND THE MIRAFI MIRAGRID 3XT, 5XT, AND 7XT REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. THE ENGINEER OF RECORD ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. 4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITEIGRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR. 5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE SITE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND /OR PLANS. MODIFICATIONS TO THE DESIGN AND /OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 6. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE.PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. 5.0 MATERIAL NOTES 1. CONCRETE RETAINING WALL UNITS: "ANCHOR VERTICA RETAINING WALL UNITS" AS MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICENSE FROM ANCHOR WALL SYSTEMS. 2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID 3XT OR 8XT, AS SHOWN ON THE DRAWINGS. 3. LEVELING PAD BASE A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 1 INCH 100 NO. 4 35 TO 80 NO. 10 20 TO 65 NO. 40 10 TO 35 NO, 200 0 TO 10 B. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS). C. COMPACTION: MINIMUM OF 3 PASSES WITH A VIBRATING BASE COMPACTOR. THE VIBRATING BASE COMPACTOR SHOULD HAVE A MINIMUM WEIGHT OF 200 POUNDS AND A MINIMUM VIBRATION FREQUENCY OF 1600 CYCLES: PER MINUTE. 4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 1 INCH 35 TO 100 NO. 4 10 TO 40 NO. 10 5 TO 25 NO. 40 0 TO 10 NO. 200 0 TO 5 5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC TYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE USCS CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING ,. 1 INCH 100 NO. 4 20 TO 100 NO. 40 OT060 NO. 200 0 TO 5 A. THE PLASTICITY INDEX (PI) SHALL BE LESS THAN 3. .. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS ONE (1) INCH. ' C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS CH, CL, OH, MH; OL, OR PT. D. ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 15.2 ITEM A. E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS. WHETHER ON -SITE OR IMPORTED,: SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 6. IMPERVIOUS MATERIAL: CLAYEY SOIL OR OTHER SIMILAR MATERIAL WHICH WILL PREVENT PERCOLATION INTO THE DRAINAGE ZONE BEHIND THE WALL. 7. DRAINAGE PIPE: PERFORATED OR SLOTTED. PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND /OR ASTM F405. 8. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. 6.0 FOUNDATION SOIL NOTES 1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER, 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. OVERSIZE RESULTING SPACE SUFFICIENTLY FROM THE FRONT OF THE BLOCK TO THE BACK OF THE REINFORCEMENT, AND BACKFILL WITH SUITABLE COMPACTED BACKFILL SOILS. 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT. 4. FILL OVER - EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. prepared by 1295 distribution way ��ed vista, ca 92081 onePhone 760.410.1665 facsimile 760.509.0078 mattQted 1 engineering. con engineering Inc APPROVED r I:[li DATE REFERENCES DATE BENCHMARK 0087 -G 9 -28 -06 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEE 10305 -G 2 -3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY ' AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIP HOSPITAL, ENCINITAS. 2.5" BRASS DISC ENC -48 2004 ELEVATION IS 173.376 NAVD 88 NITAS WALL 7.0 BASE COURSE NOTES 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT. B. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM). 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED. 8.0 ERECTION NOTES 1. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 2. GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIED HEREIN. 3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE. 4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 5. PLACE CONCRETE WALL UNITS SIDE -BY -SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS. 6. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE' PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 91NCHES OF THE FINAL GRADE, CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 91NCHES OF IMPERVIOUS MATERIAL, 7. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM) INTERVALS ALONG THE WALL. 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. 9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. 10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL. THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 11. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURERS RECOMMENDATIONS AND THE SHOP DRAWINGS. - a. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS -AND TO THE LENGTHS SHOWN ON THE DRAWINGS. d. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. e. THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND -TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND - TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 61NCHES OF LOOSE FILL. f. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. h. RUBBER -TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER -TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. 9.0 BACKFILL PLACEMENT NOTES 1. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8INCHES (L.00SE THICKNESS) WHERE HAND - OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF PROPELLED COMPACTION. EQUIPMENT IS USED. A. ONLY LIGHTWEIGHT HAND - OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. 3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557) FOR THE ENTIRE WALL HEIGHT.. B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER. C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 95 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. D. MOISTURE CONTENT: AT OR 3 PERCENTAGE POINTS ABOVE THE OPTIMUM. MOISTURE CONTENT FOR ALL WALL HEIGHTS. E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. 4. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER. RUNOFF AWAY FROM THE WALL FACE. A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM. B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. 5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON -FROST SUSCEPTIBLE SOILS, TYPICALLY CLEAN SAND AND /OR GRAVEL. ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. 10.0 CAP UNIT INSTALLATION NOTES 1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. 2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. 11.0 WALL CONSTRUCTION TOLERANCE NOTES 1. WALL CONSTRUCTION TOLERANCES: A. VERTICAL ALIGNMENT: PLUS OR MINUS 1 -1/4 INCHES OVER ANY 10 -FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: B.1. STRAIGHT LINES: PLUS OR MINUS 1 -1/4 INCHES OVER ANY 10 -FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 31NCHES OVER THE LENGTH OF THE WALL. B.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES. B.3. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. D. BULGING: PLUS OR MINUS 1 -1/4 INCHES OVER ANY 10 -FOOT DISTANCE. 12.0 UTILITY NOTES 1. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS, AND THEREFORE MAY NOT BE INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND /OR PLANS. MODIFICATIONS TO THE DESIGN AND /OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS. 2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF ANY). 3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATERTIGHT. NEOPRENE O -RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM. 4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGE BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. SCALE PLANNING AND BLDG. DEPARTMENT REVIEWED BY: HORIZONTAL NONE VERTICAL NONE (BIZ �f I'� DATE: PLANS PREPARED UNDER SUPERVISION OF DATE: 11 -15 -2011 R.C.E. NO. 68429 ENGINEE EXP. 9 -30 -2013 MATTH W NV MERRITT PLANS 13.0 FIELD QUALITY CONTROL NOTES 1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. OWNER TO EMPLOY A QUALIFIED INDEPENDENT THIRD PARTY TO VERIFY THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. 2. THE OWNER, AT THEIR EXPENSE, WILL RETAIN A QUALIFIED PROFESSIONAL TO PERFORM QUALITY ASSURANCE CHECKS OF THE INSTALLER'S WORK. - 3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE INSTALLER'S EXPENSE. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE. A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL. C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND- OPERATED COMPACTION EQUIPMENT. 14.0 STATEMENT OF SPECIAL INSPECTIONS 1. SPECIAL INSPECTION. IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704.5. 2. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: A. UNIT DIMENSIONS. B. CONCRETE UNIT COMPRESSIVE STRENGTH AND WATER ABSORPTION. C. FOUNDATION PREPARATION. D. UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION. E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. F. BACKFILL PLACEMENT AND COMPACTION. G. DRAINAGE PROVISIONS. 3. TYPE AND EXTENT OF SPECIAL INSPECTION: A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS. 4. TYPE AND EXTENT OF EACH TEST: A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION. B. CONCRETE UNIT SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 7 PERCENT. C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL. D. ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION. E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THE GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING. WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS. F. BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS PRIOR TO AND PERIODICALLY DURING CONSTRUCTION. BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-40 YARDS OF BACKFILL PLACED. G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL. 5. SEISMIC OR WIND RESISTANCE: A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705. 6. STRUCTURAL OBSERVATIONS: A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1709. 15.0 ANCHOR WALL DESIGN NOTES 1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION, IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. SOIL DESIGN PARAMETERS: A. REINFORCED SOIL: PHI = 32 DEGREES C= 0 PSF GAMMA = 125 PCF RETAINED SOIL: PHI = 32 DEGREES C= 0 PSF GAMMA= 125 PCF FOUNDATION SOIL: PHI = 30 DEGREES C= 0 PSF GAMMA = 120 PCF 3. HORIZONTAL SEISMIC COEFFICIENT: 0.20G 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION AND GRADATION AS STATED IN SECTION 5.5 THIS SHEET. 5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 6. LATERAL EARTH PRESSURES ARE DETERMINED USING COULOMB EARTH PRESSURE THEORY 7. INTERNAL STABILITY OF WALLS A. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH = 1.50 B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT = 1.50 C. PERCENT COVERAGE OF GEOGRID = 100% 8. EXTERNAL STABILITY A. MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING = 2.00 C. MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS = 2.00 D. UNIFORM SURCHARGE = AS SHOWN ON STRUCTURAL CALCULATIONS E. BACKFILL SLOPE = AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS 9. GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNICAL ENGINEER) A. MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY = 1.15 16.0 ANCHOR RETAINING WALL PLAN SHEET INDEX SHEET 11. ANCHOR WALL NOTES SHEET 12, ANCHOR WALL SECTION AND DETAILS APPROVALS REVIEWED BY. •M MASIH MAHER, C42519 LAWRENCE A. WATT PUBLIC WORKS DIRECTOR DATE: I Z/ 20 /11 DATE: /Z- �0-1 I KEYSTONE RETAINING WALL DESIGNED FOR INTERNAL AND EXTERNAL STABLITY ONLY.!, GEOTECHNICAL ENGINEER OF RECORD TO CONFIRM SITE GLOBAL STABILITY. GLOBAL STABILITY CONFIRMED BY KLEINFELDER IN REPORT DATED 11/4/2011. CITY OF ENCINITAS ENGINEERING DEPARTMENT ANCHOR RETAINING WALL SCRIPPS MEMORIAL HOSPITAL CRITICAL CARE BUILDING /CENTRAL ENERGY PLANT (PHASE 2) 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP /DR /EIA /CDP A5;dwwJ3U1L f 7 CD Z Z W x 0 0 z Q 0 O O r. 0 DRAWING N0. z 0 z UJ 10839 -G o_ 0_ SHEET 11 OF 12 U T L DIRECTION PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNIT IMMEDIATELY ABOVE THE SPECIFIED PLACEMENT ELEVATION IN A MANNER THAT ELIMINATES GAPS LEFT BY THE PREVIOUS LAYER OF REINFORCEMENT AT THE SPECIFIED REINFORCEMENT ELEVATION. x .IT ... ii *`.t':xar t it :. "BI, ` g 7 §§ i 13 L AnchorTM Vertica® Retaining Wall A SIDE CURVE DETAILS 12 NOT TO SCALE _V168.5HWL 8" CAP UNIT VERTICAO BLOCK F- w 12" WIDE DRAINAGE COLUMN PER NOTE SECTION 5.4 u5 x Q 164.5 BASIN BOTTOM �.........� --- `Fi"_ z E� >_.... ..:.._.d E E....... . . o 167.33 TW 1811 �J 04 BEVELED UNIT 7' MIR?,FI 8X`I` ALL LAYERS . Anchor TM Vertica® Retaining Wall E TYPICAL REINFORCED WALL SECTION 12 NOT TO SCALE AnchorTM Vertica° Retaining Wall B SOMETRIC BLOCK VIEWS 12 NOT TO SCALE 8" CAP UNIT 1211 9'1 M �t14 11 ------- 1211 —1811- TOP VIEW 12" FRONT VIEW 3.51' L SIDE VIEW BEVELED UNITS AnchorTM Vertica® Retaining Wall 3 C -WAY BLOCK VIEWS 12 NOT TO SCALE UVTU`A.TTA nU TL'�UAXUXTT nchorTM Vertica® Retaining Wall A D EINFORCEMENT CONNECTION DETAIL 12 JNOT TO SCALE [IN. Underground Service Alert prepared by No. 68429 1295 distribution , 'V ' e vista, ca 92081 Exp. 9/30/13 1 CALL HILL FM phone 760.410.1665 facsimile 760.509.0078 1-800 422-412 3 one matt @redI engineering.com FpFOpU� ngineering Inc REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0087 -G 9 -28 -06 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY: REVIEWED BY: 10305 -G 2 -3 -10 CORNER OF CONCRETE DROP INLET ON NORTH SIDE PLANS PREPARED UNDER SUPERVISION OF ANCHOR RETAINING WALL PLANS FOR: OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY HORIZONTAL cdON� 10839-G �I`Z / AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL DATE. 11 -15 -2011 .�, CRITICAL CAREIBULDING /CENTORALAENERGOY PLANT (PHASE 2) HOSPITAL, ENCINITAS. 2.5" BRASS DISC ENC -48 VERTICAL Npt-l� 68429 MASH MAHER, C42519 WRENCE A. WATT R.C.E. N0. PUBLIC WORKS DIRE TOR 354 SANTA FE DRIVE 2004 ELEVATION IS 173.376 NAVD 88 DATE: ENGINEER EXP. —30 -2013 DATE: �Z /ZQ �' DATE:./ �/� WORK PROJECT NO. 06 -066 MUP DR EIA /CDP ATTH W M. MERRITT ( �— / / SHEET 12 OF 12 -BUILT