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HomeMy WebLinkAbout6.9-302r�� IUr4� IIIIII ��■R��■ r. v ��i�J�!�or��®l■��f� � ISI■�1� �•.,• • _ mt. room �� : �IIi111Eng■ I-•—°- rm-M 11 M ® ©dl®; ©d® IIB® and I ©dam ©'M C21\�, C= o �� II•�o O�O��O_O��- -.�� � O III �,�� �(! O � riy��� ('LI_� r��HU' �1III 1�1�111`r \� � U • ° III °�il,l • .:y ... ■ C p11{1111 r.�■n, Q, .7 I1 '�04©�® �_ • O -. 11� �[III�� ■, si O _ O /6 r._�n: (III ' , I1� l I� /I � � � • ' _ _ _ � ©d® n18. p I Eii� N MAKE ALL ,,y. L..M I o �o `, VIII O ■ III • O'� , - CIS"�I'U� I�I'y Ii[il�� f W IIIIIIIUri� ® ® I©� 1 � i _. • ri, j e....'�1fp1Uef 6 E•ITi'I � �I1'llri� .• I ! ©/.® r 1 '�' Iii ;11111�� L4. 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CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL IRRIGATION NOTES APPEARING ON PLAN. 13, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING A COMPLETE, 1. 0 FUNCTIONING IRRIGATION SYSTEM AS DIRECTED BY THE OWNER. CONTRACTOR 030 PSI 9. CONCRETE THRUST BLOCKS SHALL BE PROVIDED ON ALL MAINLINE PIPING. THEY SHALL FURNISH ALL APPURTENANT ITEMS, MATERIALS LABOR, EQUIPMENT 2. ADJUST ALL IRRIGATION HEADS TO ELIMINATE OVERSPRAY ON ADJACENT HARD ARE TO BE LOCATED AT ALL ABRUPT CHANGES IN PIPELINE GRADE, CHANGES TO NECESSARY TO PROVIDE A COMPLETELY FUNCTIONAL IRRIGATION SYSTEM SURFACE AREAS. PROVIDE ADJUSTABLE ARC NOZZLE FOR IRRIGATION HEADS HORIZONTAL ALIGNMENT, REDUCTION IN PIPE SIZES, END OF LINE AND IN -UNE WHETHER SOLELY SHOWN OR CALLED FOR ON PLANS & SPECIFICATIONS. IT WHERE OVERSPRAY IS EXCESSIVE PROVIDE CHECK VALVES WHERE NEEDED TO VALVES TO ABSORB ANY AXIAL THRUST OF THE PIPE. THE PIPE MANUFACTURE'S SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE SUCH ITEMS IN 1.3 O 30 PSI PREVENT LOW HEAD DRAINAGE RECOMMENDATIONS FOR THRUST BLOCKS MUST BE FORMED AGAINST UNDISTURBED THEIR PRICE FOR THE WORK. NO ADDITIONAL COMPENSATION WALL BE EARTH. AUTHORIZED FOR WORK DEEMED INCLUDED IN THE CONTRACT BY OWNER. 3. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION 0.5 030 PSI N / L400 ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 10. ALL MAIN UNE PIPES SHALL BE PRESSURE TESTED PER STANDARD IRRIGATION 14. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION SCHEDULE AS PART OF THE CONTRACT A IRRIGATION SYSTEM DESIGN: 70 G.P.M. O 70 PS AT PONT OF CONNECTION. SPECIFICATIONS WITH THE VALVES INSTALLED. THE CONTRACTOR SHALL PROVIDE WORK. THE SCHEDULE SHALL COMPLY WITH THE STATE OF CALIFORNIA MODEL WATER SIZE EQUAL TO MAINLINE. ALL EQUIPMENT NEEDED. IF ANY LEAKS DEVELOP, THE REPAIRS ARE TO BE MADE EFFICIENT LANDSCAPE ORDINANCE. _ Iw ;". Y PER DETAIL 'G/1_400 - A -24 iTYP-i A-23 A-22 348.5 I I I I I �1___ I I I t' I I r�1 I I 1 1• �I I �� I I I I 1' I I I I �I SYN. IRRIGATION PLAN NOZZLE GPM/ PSI DETAIL 1" = 20'-0" PROS-06-PRS30 POP-UP SPRAY 15 -F,H,Q 379, 1. 86, 0.97 E / L400 W/ PRO -SPRAY NOZZLE 0IIi����i S. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL IRRIGATION NOTES APPEARING ON PLAN. 13, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING A COMPLETE, 1. 0 FUNCTIONING IRRIGATION SYSTEM AS DIRECTED BY THE OWNER. CONTRACTOR 030 PSI 9. CONCRETE THRUST BLOCKS SHALL BE PROVIDED ON ALL MAINLINE PIPING. THEY SHALL FURNISH ALL APPURTENANT ITEMS, MATERIALS LABOR, EQUIPMENT 2. ADJUST ALL IRRIGATION HEADS TO ELIMINATE OVERSPRAY ON ADJACENT HARD ARE TO BE LOCATED AT ALL ABRUPT CHANGES IN PIPELINE GRADE, CHANGES TO �I !II ill � -r•�lU�i q _C_A��.Q_Q� '• 1200 R Street, Suite 100 Sacramento, California 95811 B-8 B-9 PROVIDE I Telephone 918.767.510000 FOR TREE BLOCKOUT FOR TREE �2W (� DETAIL •G/L4oD• M1 ffij WATER TO CML P ��o IIIIlill I ,�G ON •'- 24'! CLEAR FROM �•����ernnr � � � t 0 It 321 SYN. IRRIGATION PLAN NOZZLE GPM/ PSI DETAIL 1" = 20'-0" PROS-06-PRS30 POP-UP SPRAY 15 -F,H,Q 379, 1. 86, 0.97 E / L400 W/ PRO -SPRAY NOZZLE S. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL IRRIGATION NOTES APPEARING ON PLAN. 13, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING A COMPLETE, 1. 0 !II ill � -r•�lU�i q _C_A��.Q_Q� '• 1200 R Street, Suite 100 Sacramento, California 95811 B-8 B-9 PROVIDE I Telephone 918.767.510000 FOR TREE BLOCKOUT FOR TREE �2W (� DETAIL •G/L4oD• M1 ffij WATER TO CML P ��o IIIIlill I ,�G ON •'- 24'! CLEAR FROM �•����ernnr � � � t 0 It 321 PROVIDE 1 POP-UP DOWN FAM FROM ,•T� IRRIGATI BACKFL( PREVQRfER LANDS( .Y CANTRAtlf R SHALL ALL COryNECTIONS I 14" . I I i i PROVIDE INSTALL POP-UP IRRIGATION HEADS 4• CLEAR EDGE F SIDL'W ALON STREET NT E (TYP. i IRRIGATION LEGEND SYN. IRRIGATION PLAN NOZZLE GPM/ PSI DETAIL 1" = 20'-0" PROS-06-PRS30 POP-UP SPRAY 15 -F,H,Q 379, 1. 86, 0.97 E / L400 W/ PRO -SPRAY NOZZLE S. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL IRRIGATION NOTES APPEARING ON PLAN. 13, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING A COMPLETE, 1. LATERAL LINES SHALL BE CLASS 200 PVC. FUNCTIONING IRRIGATION SYSTEM AS DIRECTED BY THE OWNER. CONTRACTOR 030 PSI 9. CONCRETE THRUST BLOCKS SHALL BE PROVIDED ON ALL MAINLINE PIPING. THEY SHALL FURNISH ALL APPURTENANT ITEMS, MATERIALS LABOR, EQUIPMENT 2. ADJUST ALL IRRIGATION HEADS TO ELIMINATE OVERSPRAY ON ADJACENT HARD ARE TO BE LOCATED AT ALL ABRUPT CHANGES IN PIPELINE GRADE, CHANGES TO NECESSARY TO PROVIDE A COMPLETELY FUNCTIONAL IRRIGATION SYSTEM SURFACE AREAS. PROVIDE ADJUSTABLE ARC NOZZLE FOR IRRIGATION HEADS HORIZONTAL ALIGNMENT, REDUCTION IN PIPE SIZES, END OF LINE AND IN -UNE WHETHER SOLELY SHOWN OR CALLED FOR ON PLANS & SPECIFICATIONS. IT WHERE OVERSPRAY IS EXCESSIVE PROVIDE CHECK VALVES WHERE NEEDED TO VALVES TO ABSORB ANY AXIAL THRUST OF THE PIPE. THE PIPE MANUFACTURE'S SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE SUCH ITEMS IN 1.3 O 30 PSI PREVENT LOW HEAD DRAINAGE RECOMMENDATIONS FOR THRUST BLOCKS MUST BE FORMED AGAINST UNDISTURBED THEIR PRICE FOR THE WORK. NO ADDITIONAL COMPENSATION WALL BE EARTH. AUTHORIZED FOR WORK DEEMED INCLUDED IN THE CONTRACT BY OWNER. 3. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION 0.5 030 PSI N / L400 ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 10. ALL MAIN UNE PIPES SHALL BE PRESSURE TESTED PER STANDARD IRRIGATION 14. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION SCHEDULE AS PART OF THE CONTRACT A IRRIGATION SYSTEM DESIGN: 70 G.P.M. O 70 PS AT PONT OF CONNECTION. SPECIFICATIONS WITH THE VALVES INSTALLED. THE CONTRACTOR SHALL PROVIDE WORK. THE SCHEDULE SHALL COMPLY WITH THE STATE OF CALIFORNIA MODEL WATER SIZE EQUAL TO MAINLINE. ALL EQUIPMENT NEEDED. IF ANY LEAKS DEVELOP, THE REPAIRS ARE TO BE MADE EFFICIENT LANDSCAPE ORDINANCE. _ 5. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND TEST REPEATED UNTIL THE SYSTEM IS PROVEN WATERTIGHT. THE CONTRACTOR IRRITROL 700 SERIES ELECTRIC CONTROL VALVE W/ FLOW CONTROL B / L400 WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS GRADE DIFFERENCES IS TO CENTER LOAD THE PIPE AND LEAVE ALL JOINTS EXPOSED FOR INSPECTION. 15. THE CONTRACTOR SHALL PROVIDE A LANDSCAPE & IRRIGATION MAINTENANCE SCHEDULE /� OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN THE PRESSURE TEST SHALL BE OBSERVED AND APPROVED BY THE INSPECTOR. AND AN IRRIGATION AUDIT, SURVEY, & IRRIGATION WATER USE ANALYSIS AS PART OF THE PRESSURE REGULATOR &FLOW CONTROL SIZE AS NOTED. CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES WHEN THE PIPE IS PROVEN WATERTIGHT AND ONLY THEN MAY THE LINE BE BACKFILLED. _ CONTRACT WORK. THE MAINTENANCE SCHEDULE, IRRIGATION AUDIT, SURVEY, & IRRIGATION A / L400 SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE WEATHER SYSTEM W CL -Mi, CL -W1 & CMR -ADP ADAPTER. WATER USE ANALYSIS SHALL COMPLY WITH THE STATE OF CALIFORNIA MODEL WATER © EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE EFFICIENT LANDSCAPE ORDINANCE WEATHER SYSTEM W/ CL -M7, CL -W1 & CMR -ADP ADAPTER. FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. "RECORD DRAWING' SHOWING ALL CHANGES TO THE ORIGINAL DRAWNGS PROVIDE SPARE CONTROLLER WIRES IN VALVE BOX, NUMBER AS INDICATED INCLUDING A8 ❑ AND EXACT LOCATIONS OF FACILITES INSTALLED. BEFORE FINAL J / L400 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES INSPECTOR, THE CONTRACTOR SHALL FURNISH 'RECORD DRAWINGS' ® BADGER METER DATA INDUSTRIAL 1' IR220 FLOW SENSOR. WIRE TO FLOW SENSOR 'A' 'B. LEAVE A 24" COL OF EXCESS WRE AT EACH SPLICE. LABEL ALL WIRES W/ TO THE PROJECT INSPECTOR. TERMINAL IN CONTROLLER & PROVIDE RELAY AS NEEDED. WATERPROOF MARKERS AT ALL SPLICE% VALVE MANIFOLDS AND CONTROLLER. GRISWOLD 2160 -M -E 2 1/2' MASTER VALVE W/ 24 VOLT SOLENOID. NORMALLY OPEN. WARE TO MASTER VALVE TERMINAL IN CONTROLLER 'A' & 'B'. PROVIDE RELAY 12. THE CONTRACTOR SHALL PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER 7. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, INSTALLED. THE CHART SHALL SHOW THE AREA IRRIGATED BY THE CONTROLLER AND SCH. 40 PVC MAIN UNE. SEE PLAN FOR SIZE. K / L400 BUILDINGS OR LANDSCAPE FEATURES AT MULTIPLE VALVE BOX GROUPS, EACH SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. THE CHART MAY BE K / L400 BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN. ETC. AND REDUCED DRAWING OF THE RECORD DRAWINGS. THE CHART SHALL BE COLORED WTH A EACH BOX SHALL BE V APART. SHORT SIDE OF THE VALVE BOX SHALL BE DIFFERENT COLOR FOR EACH STATION. THE CHART SHALL BE LAMINATED OR COVERED ® TORO T-FCH-H-FIPT FLUSH VALVE INSTALL IN VALVE BOX. PARALL0. TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. IN A WATERTIGHT ENVELOPE. TORO T -VD -500-34 AIR RELIEF VALVE. INSTALL IN VALVE BOX. PROVIDE 1 POP-UP DOWN FAM FROM ,•T� IRRIGATI BACKFL( PREVQRfER LANDS( .Y CANTRAtlf R SHALL ALL COryNECTIONS I 14" . I I i i PROVIDE INSTALL POP-UP IRRIGATION HEADS 4• CLEAR EDGE F SIDL'W ALON STREET NT E (TYP. i IRRIGATION LEGEND SYN. MANUFACTURER & DESCRIPTION NOZZLE GPM/ PSI DETAIL (DooHUNTER PROS-06-PRS30 POP-UP SPRAY 15 -F,H,Q 379, 1. 86, 0.97 E / L400 W/ PRO -SPRAY NOZZLE 030 PSI V WHUNTER PROS-OB-PRS30 POP-UP SPRAY ,2•-FHQ 2.7, 1. 30, .87 E / L400 W PRO -SPRAY NOZZLE 030 PSI 11 8 13 POP-UP SPRAY 1.59. E / L400 W/ PRO - S RAYNOZZLEO 1 -•42 ® HUNTER PROS-OB-PR530 POP-UP SPRAY SS -530 1.3 O 30 PSI E / L400 W/ PRO -SPRAY NOZZLE HUNTER RZWS-36-50-SLEEVE-CAP ROOT 0.5 030 PSI N / L400 WATERING SYSTEM 0 NIBCO F -619 -RW -SON RESILIENT WEDGE GATE VALVE W/ 2. OPERATING NUT. C J L400 SIZE EQUAL TO MAINLINE. TORO 100-2SLVC QUICK COUPLING VALVE. INSTALL IN VALVE BOX. D / L400 IRRITROL 700 SERIES ELECTRIC CONTROL VALVE W/ FLOW CONTROL B / L400 SIZE AS NOTED. /� IR700 SERIES ELECTRIC CONTROL VALVE W/ OMR-100 OMNI -REG B / L400 V PRESSURE REGULATOR &FLOW CONTROL SIZE AS NOTED. A❑ IRRITROL MC -48E CONTROLLER & DISCONNECT SWATCH. MOUNT TO WALL IN APPROVED MANNER & LOCATION. PROVIDE IRRITROL CL -100 WRELESS A / L400 WEATHER SYSTEM W CL -Mi, CL -W1 & CMR -ADP ADAPTER. © IRRITROL MC -48E CONTROLLER & DISCONNECT SWITCH. MOUNT TO WALL IN APPROVED MANNER & LOCATION. PROVIDE IRRITROL CL -100 WIRELESS A / L400 WEATHER SYSTEM W/ CL -M7, CL -W1 & CMR -ADP ADAPTER. PROVIDE SPARE CONTROLLER WIRES IN VALVE BOX, NUMBER AS INDICATED INCLUDING A8 ❑ 1 COMMON AT EACH LOCATION, PARES TO RUN CONTINUOUS FROM VALVE BOX TO J / L400 CONTROLLER INDICATED. ® BADGER METER DATA INDUSTRIAL 1' IR220 FLOW SENSOR. WIRE TO FLOW SENSOR 'A' 'B. T / L400 TERMINAL IN CONTROLLER & PROVIDE RELAY AS NEEDED. GRISWOLD 2160 -M -E 2 1/2' MASTER VALVE W/ 24 VOLT SOLENOID. NORMALLY OPEN. WARE TO MASTER VALVE TERMINAL IN CONTROLLER 'A' & 'B'. PROVIDE RELAY B�L0 AS NEEDED. SCH. 40 PVC MAIN UNE. SEE PLAN FOR SIZE. K / L400 CLASS 200 PVC LATERAL LINE SEE PLAN FOR SIZE K / L400 TORO DL2000 RGP-412 DRIPLINE. INSTALL ON FINISH GRADE OF DIRT. STAPLE IN PLACE AT 113. D.C. F J L400 ® TORO T-FCH-H-FIPT FLUSH VALVE INSTALL IN VALVE BOX. H / L4( ® TORO T -VD -500-34 AIR RELIEF VALVE. INSTALL IN VALVE BOX. 1 / L400 H FEBCO 825YD 2' REDUCED PRESSURE BACKFLOW PREVENTER. INSTALL PER CITY/EN.C.S.D. STANDARDS. 8 NIBCO T-113 THREADED BRONZE GATE VALVE W/ HANDWHEEL V / L400 © PENTAIR/BERKELEY PUMP TYPE 'B' SERIES BOOSTER PUMP, CCMD BIXMR% V / L400 1.5 HP 3.200 RPM. 55 GPM O 20 FT. HD. WARE TO PUMP START PANEL PS MANUAL PUMP START PANEL IN NEMA 3R ENCLOSURE W/ LOCKABLE START LEVER. MOUNT TO ENCLOSURE WALL IN APPROVED MANNER. ® TORO T-ALFS 75150-L Y FILTER W/ 150 MESH STAINLESS STEEL SCREEN B / 1400 VALVE KEY CONTROLLER STATION ID A- - 29, GALLONS PER MINUTE VALVE SIZE ���,L•ii1L�•rnx,L�c1 HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING &HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 , SACRAMENTO, CA 95811 916 787 5100 v i ui y I� �I I G.L8RU N0 ",1v' VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 ISSUANCE HWDRY-TIIS SHEET HGA NO: 2940-016-00 IRRIGATION PLAN IOSHPD STAMP: H180283-15-00 6,1-30"k C;I yAccos-A No. I I <�0 �NDSC4pf I ROBERT BORO LANDSCAPE ARCHITECT P.O. Box 4784 f W. 4/3C/M I I I DATE: _ APRIL 3, 2018 I i 100% CONSTRUCTION DOCUMENTS Fresno, C40fornia 08744MIL V559' MAI R_SORWGOMCASTJMT STIP of CALVEO� L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J CODPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. /n P 1 O JL P is R.B. 4--6' RIVER COBBLE 0/ SAND RFD PER DETAIL '8/L101' (TYP-) 4"-6" RIVER COBBLE aSAND�, �B!ED PER DETA %*tw (TYP.) a R.B. E R.B.I I R.B. R.B. 1 PROVIDE 3" THICK LAYER OF COMPACTED DECOMPOSED GRANITE SURFACING W/ STABIUZER PER DETAIL 'A/L1 (TYP.). MMa P i r •a-- , tr •�4�714 .i.. t , "r3 ♦♦ ;J �' c� 4+ ,1 tr !I MMM i�444IW-i_MIS R.B. 4"-6' RIVER COBBLE ( SAND BED PER DETAIL B/1.101' (TYP.) R.B. R.B. TURF \1655 S.F. \tl I 4--6" RIVER COBBLE SAND BED PER DETAIL :RA -v-' (TIT'.) � .I 4saaxawa7\111111/iQ��Coat MEN a7M►=�M i ac�aail�EMEAA ®® s tI EMMEA1r a1�a TI/ �aa��liaS�■�\\I � EMMEN MEMEN MNMvAM a 151 �/ v Now IVj�w�w�xl�,. `yrs' �` �tlona © ' e2w, Is MENEIR on 009 ,,.ice �I��'•� as r�� ��8, IV>• �1�raoi�.�wusommmmo EMEMEMn pne=ONES lam!19 1g - SII SEEM N,% ME�1��8ii� al��lTlNoun O .Mosmas WOMEN ON! GRANITECOMPACTED DECOMPOSED � r LA01011 YER d �� • 111 PROVIDE 3' THICK LAYER OF COMPACTED DECOMPOSED GRANDE SURFACING W/ STABILIZER PER DETAIL 'A/L701' (TYP•)• Loans 51 1 g Mace .......... 14 5g .. ... .... ........ ...... 3 0 pro IPA PLANTING PLAN 1"= 20'-0" Q0 1 e-8' RIVER COBBLE ( SAND BED PER DETAIL 'B/L701' (TYP.) Symbol IAbbrev. Botanical Name Moa Aptenia coMifoli Anna Arbutus x 'Mark Common Name Size quantity Comments Llze oT ..sure cvergreen7 4'W x Bi 25'W x 35T EVERGREEN TREES PROVIDED: 9. IF CONFUCTS ARISE BETWEEN SIZE OF AREAS AND PLANS. PERIMETER EVERGREEN TREES PROVIDED: 4c Plan tin Size Deciduous 14 STANDARD. TRIPLE -STAKED. 4'W x BT Baby Sunraee 1 Gal 467 TRI -SPACED O 12' O.C. 6'W x 3r 15'W x 6T EVERGREEN Comidium x. 'Desert Museum' Palo Verde 2e Box 23 Strawberry Tree 24 Box 30 STANDARD. TRIPLE -STAKED. 4'W x Bi 15W x 157 EVERGREEN 1200 R Street, Suite 100 Dwarf Coyote Brush 1 Gal 946 TRI -SPACED O 30. O.C. 6'W x 17 8'W x 3T EVERGREEN Sacramento, California 95811 Dwarf Bottle Brush 5 Gal 149 Crus x. pulverulentus 'Sunset' Magenta Rockrose 2'W x 27 VW x 51 EVERGREEN Telephone 91 6.7 8 7.5100 0 Coat I Cedms ationtica 'Glauca' Blue Alias Cedar 24' Box 12 STANDARD. TRIPLE -STAKED. 4'W x Bi 25'W x 35T EVERGREEN TREES PROVIDED: 9. IF CONFUCTS ARISE BETWEEN SIZE OF AREAS AND PLANS. PERIMETER EVERGREEN TREES PROVIDED: 4c Coca Carole canadensis taxensis 'Oklahoma' Eastern Redbud 24' Box 14 STANDARD. TRIPLE -STAKED. 4'W x BT 20V x 207 DECIDUOUS LIABILITY TO RELOCATE THE MATERIALS 0 O Cede Comidium x. 'Desert Museum' Palo Verde 2e Box 23 STANDARD. TRIPLE -STAKED. 4'W x BT 25'W x 257 DECIDUOUS - IRRIGATION SYSTEM IS COMPLETED, FINAL GRADES HAVE BEEN o I ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY HIGH BRANCHING. * THE LANDSCAPE ARCHITECT. 0 Cipu Crus x. pulverulentus 'Sunset' Magenta Rockrose 1 Gal 1,048 TRI -SPACED O 30' O.C. 6'W x 1T 8'W x 27 I EVERGREEN SOIL MANAGEMENT REPORT AS PART OF THE CONTRACT WORK. ALL SOILS ANALYSIS & SOIL MANAGEMENT PLANS SHALL COMPLY STRUCTURAL ENGINEER tt CixP Ciatus purpureus orchid Rockrese 5 Gal 27 2'W x 27 VW x 6T EVERGREEN g Hepo Heeperatce parvi8om Red Yucca 5 Gal 51 4'W x 27 31V x 3T EVERGREEN HGA ARCHITECTS & ENGINEERS Hear Heteromeles arbutifolia Toyon 15 Gal 95 VW x 6T 5'W x 87 EVERGREEN 1200 R STREET, SUITE 100 + LOh r La erstmemia hybrid 'Natchez' Crape Myrtle g r r 24' Box 10 STANDARD. TRIPLE -STAKED. 4'W x BT 12'W x 201 SACRAMENTO, CA95811 811 • ig O Lano ci Laurus nobilie Grecian Laurel 24' Box . 10 STANDARD. TRIPLE -STAKED. 4'W x 8T 20'W x 307 EVERGREEN EVERGREEN 916.787.5100 Lamo Lantana montevidereis Trailing Lantana 1 Gal 534 TRI -SPACED O 36. O.C. 6'W x 17 10'W x 2T DECIDUOUS 0 Muca Muhlenbergio capillarle 'Regal Mist' Pink Muhly Grass 5 Gal 144 VW x 2T 3'W x 3T EVERGREEN MECHANICAL ENGINEER Mypo Myoporum parvifoiium Myoporum 1 Gal 11158 TRI -SPACED O 36. O.C. 6'W x 6'T 12'W x Bi EVERGREEN 1111111111 Nado Nandino dumeatico 'Fre Power' Dwarf Heavenly Bamboo 1 Gal 483 TRI -SPACED O 18' O.C. 6"W x 17 29V x 27 EVERGREEN PATTON AIR CONDITIONING 0 Pair Pcrthenocissus tricuspidate Boston Ivy 5 Gal 10 STAKED. TRAIN TO WALL 6'W z 47 WR61RNa VNE DECIDUOUS 272 N. PALM AVE. O Pich Pistaci0 ehineneis 'Keith Dovey' Chtnesa Piatache 24 Boz 11 STANDARD. TRIPLE -STAKED. 4'W x BT 30'W x 357 DECIDUOUS FRE$NO, CA 93701 Plac PlatOnus x. ace 'Columbia' London Plane Tree 15 Gal 11 STANDARD. TRIPLE -STAKED. 4'W x 81 40'W x 507 DECIDUOUS 559.486.5222 A Duda Quercus douglasB Blue Oak 24" Box 17 STANDARD. TRIPLE -STAKED. 4'W x ST 40V x 40T DECIDUOUS Dual Quercus wislizeni Interior Live Oak 24 Box 34 STANDARD. TRIPLE -STAKED. 4'W x til 30V x 457 EVERGREEN PLUMBING ENGINEER Rhin Rhus integrifolia Lemonade Barry 15 Gal 37 3'W x 47 15V x 107 EVERGREEN # Sabo Salvia x. 'Bee's Bliss' Bee's Bliss Sage 1 Gal 10 6'W x 1T 3'W x 2T EVERGREEN FRESNO PLUMBING &HEATING INC. Sagr Salvia grsggii 'Hot Ups' Hot Ups Sage 5 001 37 2'W x 27 SW x VT EVERGREEN 2585 N. LARKIN AVE. YuR Yucca filamentasa 'Bright Edge' Bright Edge Yucca 5 Gal 14 1'W x 27 4'W x 37 EVERGREEN FRESNO, CA 93727 y TURF 'U.C. VERDE' BUFFALO GRASS PLUGS 7,906 REFER TO SPEC. SEC 32 93 00. - SPREADING DECIDUOUS 559.294.0200 A S.F. TRI -SPACED O 1Y O.C. GRASS ELECTRICAL ENGINEER PLANTING NOTES 1. QUANTITIES ARE LANDSCAPE ARCHITECTS ESTIMATE ONLY. HOWE ELECTRIC CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION CONSTRUCTION, INC. y+ OF ALL MATERIAL APPEARING ON PLAN. - 4682 E. OLIVE AVE. 2. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS FRESNO, CA 93702 DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS 559.255.8992 AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE - INTERIOR ARCHITECT RF ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL 4,48 S.F. RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO HGA ARCHITECTS 8 ENGINEERS FAILURE TO GIVE SUCH NOTIFICATION. 1200 R STREET, SUITE 100 3, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION SACRAMENTO, CA 95811 L WITH SUBCONTRACTORS AS REWIRED TO ACCOMPLISH PLANTING OPERATIONS 916.787.5100 4. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS Me AND EXECUTION. , 1 `1' S. ALL PLANT MATERIAL SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. {. 6. FINAL LOCA71ON OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED Al REPRESENTATIVE t. 7. CONTRACTOR SHALL NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES G. L B R U N O 1 4twI;f SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD 0 8. PLANT ABBREVIATION STREET TREES REWIRED (1/30 LF): PLANT PIT DIMENSION AND BACKFILL REQUIREMENTS. 0 OF GENUS AND SPECIES) TOTAL TREES REQUIRED: 55 TREES PROVIDED: 9. IF CONFUCTS ARISE BETWEEN SIZE OF AREAS AND PLANS. PERIMETER EVERGREEN TREES PROVIDED: PLANT QUANTITY CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR 0 (30% OF TOTAL) RESOLUTION. FAILURE M MAKE SUCH CONFLICTS KNOWN TO EVERGREEN TREES PROVIDED 86 THE LANDSCAPE ARCHITECT, WALL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS 0 10. ALL GROUND COVER SHALL EXTEND BENEATH TALLER PLANT 0 * MATERIAL 0 11. NO PLANTING SHALL BE DONE UNTIL INSTALLATION OF THE 0 I IRRIGATION SYSTEM IS COMPLETED, FINAL GRADES HAVE BEEN o I ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SOIL PREPARED, AND THE WORK APPROVED BY * THE LANDSCAPE ARCHITECT. 0 0 12. PROVIDE ROOT BARRIER FOR TREES WHERE INDICATED ON PLAN. 13. PROVIDE & PLACE 3' THICK LAYER OF WOOD TOP DRESS MULCH IN ALL PLANTING AREAS 14. THE CONTRACTOR SHALL PROVIDE A SOILS FERTILITY ANALYSIS & 0 0 SOIL MANAGEMENT REPORT AS PART OF THE CONTRACT WORK. ALL SOILS ANALYSIS & SOIL MANAGEMENT PLANS SHALL COMPLY WITH THE STATE OF CAUFORNIA MODEL WATER EFFICIENT LANDSCAPE ORDINANCE SOIL AMENDMENTS SHALL BE ADJUSTED TO SATISFY THE RESULTS OF THE SOILS MANAGEMENT PLAN. SUBMIT DOCUMENTATION TO OWNER VERIFYING IMPLEMENTATION OF SOILS MANAGEMENT PLAN. n 3� THICK )Fj f1SE0 . SURFACING BILIZER PER 'A/L101' I PLANT KEY PARKING LOT TREES REQUIRED (1:6 STALLS): PLANT ABBREVIATION STREET TREES REWIRED (1/30 LF): (FIRST TWO LETTERS BUILDING FRONTAGE TREES REQUIRED (1/65 LF.): OF GENUS AND SPECIES) TOTAL TREES REQUIRED: 55 TREES PROVIDED: PLANT CONTAINER SIZE s PERIMETER EVERGREEN TREES PROVIDED: PLANT QUANTITY TOTAL EVERGREEN TREES REWIRED: ..T BARRIER — SEE DETAIL TREE SUMMARY PARKING LOT TREES REQUIRED (1:6 STALLS): 38 STREET TREES REWIRED (1/30 LF): N/A BUILDING FRONTAGE TREES REQUIRED (1/65 LF.): 17 TOTAL TREES REQUIRED: 55 TREES PROVIDED: 172 PERIMETER EVERGREEN TREES PROVIDED: 40 TOTAL EVERGREEN TREES REWIRED: 17 (30% OF TOTAL) EVERGREEN TREES PROVIDED 86 PARKING LOT SHADING TOTAL SQUARE FOOTAGE OF 106,014 S.F. PAVED PARKING SURFACE REQUIRED SQUARE FOOTAGE OF 42,4G6 S.F. SHADED PARKING SURFACE (40)X: TREE CANOPY AREA LARGE: 30' - 35' DIA 10OX O 865 S.F. PLATANUS acerifolia 6 QUERCUS douglossii 17 VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 ISSUANCE HISTORY -TITS SHEET QUERCUS wislizan9 30 HGA NO: 2940-016-00 TOTAL TREES: 53 O 865 S.F. TOTAL SQUARE FOOTAGE: 45,645 S.F. PLANTING PERCENTAGE OF PAVED 43% PARKING SURFACE SHADED: PLAN TREE RATIO SCHEDULE IOSHPD STAMP: H180283-15-00 86 DDECIDUUODUSN EES: -M b iq - TOTAL TREES: 172/ SITE TREE RATIO: 50X EVERGREEN, 50% DECIDUOUS eLG✓',�AS ik I I QF,O IJ,NDSCAPF I ROBERT BORO1��� BOgO c�gcr� 11111111111 i LANDSCAPE ARCHITECT ,.nY P.O. Box 4784 BP. .PoAt From Calfoma 88744 I I I I DATE: APRIL 3, 2018 I 100% CONSTRUCTION DOCUMENTS I TEL G66a) see l -4381 T'y � I � q O O EMAIL R.DOR0.001 CASTMET F OF CAI.1F0� L — — — — — — — — — — — — — — — J . COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. CONTROL WIRES W d� WATERPROOF CARSON 1220 BOX &LID SET UD FLUSH W NOTE ALL WIRING TO BE INSTALLED AS PER LOCAL CODE MAKE ALL CONNECTORS & WIgE MARKERS. / FINISH GRADE. CENTER BOX ON VALVE/ - �q�1UI�RR PROVIDE 24' OF EXPANSION ORNFULLY FUNCTTIIONALD PROVIDE ALL EQUIPMENT BY TO INSIDE CURLS FILTER. ENSURE BOX DOES NOT REST ON FACE OF ENCLOSURE WALL IN APPROVED MAtMNER. PIPING. CONTROL VALVE W/ FLOW FILTER W / 150 CONTROL CARSON 910- VALVE BOX & MESH SCREEN SCH 80 PVC NIPPLE SxT CARSON 910 VALVE BOX & UD. PLACE TWO (2) BRICKS AT OPPOSITE " UD. SET UD FLUSH W/ SET UD FLUSH W/ FINISH RFINISH RADE 1MIN. ADE SIDES OF BOX FOR VERTICAL SUPPORT. (TYP.) - 2' MAX. FINISH GRADE. 90' SCH 80 CARSON 910 VALVE BOX & UD. ' PVC ELL SxS SET LID FLUSH W/ FINISH RADE. PAVEMENT EDGE FINISH GRADE m MOUNT CONTROLLER TO - I 120V POWER AND _ _ -III=111-�' t GROUND CONNECTION ENCLOSURE WALLIN - - 4' DEEP PEA RAVEL APPROVED MANNER =� �- '111=� iii � - - 8' SR. 40 PVC RISER ENTRE AREA OF BOX ! •: 1200 R Street, Suite 100 W// DISCONNECT = - - - - = = 0 TOP OF VALVE .. PROOF IN WEATHER SCH 80 PVC -III-� 1� ��� - / Sacramento, California 95811 PROOF BOX SHORT NIPPLE TXT 1 III SIT r QUICK -COUPLING -III=111 VALVE (MOUNT 2' BELOW 7TH=1T� POP-UP BODY Telephone 916.7 8 7.5100 RIGID CONDUIT RIGID CONDUIT ABOVE RADE SCH 80 - BOX UD I1=1 FOR ELECTRICAL FOR CONTROL WIRES UNION SxT a 1 -TIE RESILIENT WEDGE GATE VALVE SCH 80 PVC NIPPLE = SERVICE 0 0 0 A.W.W.A. APPROVED W/ FLANGE - 3/4'x 8' LONG COPPER FILL EA GRAVE c N FITTINGS n ( ) N ILJ CLAD ROUND ROD W/ 0 0 0 0 0 0 0 o LENGTH AS REWIRED 111= 4JAIT ARE COPPER WIRE FINISH GRADE PLACE BRICKS SCH ti0 PVC 90' 1/2' SCH 40 PVC ELL TxT TYP. STREET ELL TzT ECTED TO ROD BY AT EACH —� I -I 8' LONG SCH 80 PVC 1/2' SCH 40 PVC N- AMP CORNER FOR ,o PVC MAINUNE 3' LONG SCH 80 NIPPLE TxT STREET ELL SxT STRUCTURAL ENGINEER 1. VERTICAL SUPPORT SCH. 80 PVC NIPPLE a o PVC NIPPLE TzT SxS PLACE TWO BRICKS SPH. 80 PVC SUP 1/2'x 8' LONG SCH 40AT OPPOSITE SIDES COMPANION FLANGE SCH. 80 PVC PVC I.P.S. FLEX HOSEHGA ARCHITECTS &ENGINEERS OF BOX FR VERTICAL } DEEP PEA RAVEL MAINUNE 1 00 R STREET, SUITE SACRAMENTO, CA BOO SCH. 80 PVC MAINUNE SUPPORT (ENTRE AREA OF BOX) END VIEW TEE SzSxT SIDE VIEWPVC SWEEP ELL & CONDUIT FOR TEE SESxS 916.787.5100 IRRIGATION CONTROL WIRES 8' LONG SCH 80LACE BRICKS PVC NIPPLE TxT EACH NOTE; OMR FILTER WHERE NOT SHOWN ON PLAN. PROVIDE SCH. 80 4' THREADED SHORT NIPPLE PVC LATERAL scxH 4o PVC MECHANICAL ENGINEER CORNER FOR UNE TEE SxSxT vERncAL SUPPORT 1/2' SCH 40 PVC PATTON AIR CONDITIONING STREET ELL SxT A CONTROLLER /WALL MOUNTED GATE VALVE QUICK -COUPLING VALVE 272 N. PALM AVE. L400 CONTROL VALVE %� SPRAY POP-UP coxmcie NOT TO SCALE L40U cwu.2 NOT TO SCALE L400 cn,EwcD4 NOT TO SCALE 1400 amkvncv NOT TO SCALE L400 .PDPvusoa NOT TO SCALE FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER 12' O.C., TYP., FLUSH VALVE PLUMBED E— TORO DL2000 FINISH RADE TO PVC MANIFOLD AS PER MFG. DRIPUNE (TYP.) FRESNO PLUMBING &HEATING INSTRUCTIONS, SEE PLAN FOR LOCATION. FLUSH VALVEC INSTALL PER INC. MANIFOLD NNE{ECT1N INSTRUCTIONS MFG FINISH GRADE CARSON 910 PER DETAIL�O/L4004 VALVE BOX AND UD, i= 111=III= ff 2585 FRESNO, CA 93727 UD FLUSH W/ —— 559.294.0200 FINISH RADE =111=III =111=11 PVC FLUSH MANIFOLD 12" DEEP F— TORO DL2000 MANIFOLD PER DETAIL ' MANIFOL DRIPUNE / 1'-8' SO. = =111=111= 111=111= = - CARSON 910 PVC SUPPLY D 12' DEEP SEE IRRIG. PER DETAIL 'O/L400'. BLOCKOUT IIF -IR 11 711 1 VALVE BOX AND UD, AIR RELIEF VALVE _ _ jTj=_JJ ELECTRICAL ENGINEER -- = - - SET UD FLUSH W/ INSTALL AS PER MFG. 111-111=III. =111= LEGEND FOR—, 1111 FINISH GRADE INSTRUCTIONS 111- E- o'ti %0 i' _ _ "" -A ""'' CARSON 1419 VALVE HOWE ELECTRIC EMITTER MANIFOLD Ct)N 400. 911=111= -III— . y.;;'y " v' SPACING. PER DETAIL 0 400. I/4' TUBING BARBED ADAPTER = w�,w.. +.`:a: BOX & UD. SET UD 1T�Tfi 1T�T(r �1T-� I �=11L . _ CONSTRUCTION INC. FLUSH WITH FINISH GRADE PRESSURE COMPENSATING 2 DEEP -ILII ILII 1/2' PVC _ o 111 -III= y'e:F y DEEP PEA GRAVEL 4682 E. OLIVE AVE. CONTROL VALVE WITH FILTER PEA GRAVEL =1I =1 = = SCH 80 PVC NIPPLE COUPLING T x T = = c =III= . w. (ENTIRE AREA R BOX) FRESNO, CA 93702 1/4' MICROTUBING AND (2) ENTIRE NEAP =111= TORO DPCD8-DC BLUE 2 GPH OF BOX 1= - - - - =111=� ° ° 111=111 AREA PERIMETER EMITTER EXTEND TO FOOTBALL -I I -X11 ° ° f SCH. EDNIPPLE=IT�TT=�= - = - DTII -TIT -)-T- "a '• LooP coNTROLLER VARIES TO 559.255.8992 TUBING LATERAL STAPLE IN PLACE FOR TEMP. WATER. DAYLIGHT END =III- - III- LENGTH AS REWIRED) �II� =III- 3 1� � III 111 � 1' WHENENREMO o V MINIMUM FROM VALVE BOX. OF TUBING 2' ABOVE GRADE. =TIS TIT= - -T� =TIT=TINT '-- R TR of FINISH GRADE o ta' D.C. ( INTERIOR ARCHITECT AIR RELIEF VALVE PROVIDE LOC EZE FITTINGS. PROVIDE TORO TUBING STAKE. 1=11x111-111= -111=111-111- AT EACH HIGH 1'-6' SQUARE TR BLOCKOUT WH€RE O 2' DEEP PEA GRAVEL POINT AS PER SHOWN ON PLN E/ETYP. PROVIDE z ENTRE AREA R BOX HGA ARCHITECTS & ENGINEERS MFG. INST., 2 GPH POINT SOURCE EMITTERS & E CVSS MANIFOLD SEE PIAN FOR MICRO B NG ROOTBALL PER - - _ = PVC MANIFOLD NOTE 1200 R STREET, SUITE 100 Nh TO SEE PLAN FOR QUANTITY OF LocnnoN DETAIL G/1_400 =111=1 I1=111=1 H 1=1I —_ cLAss zoo SACRAMENTO, CA 95811 P IM LATERALS TORO DL20DO LDC EZE T -MIG =111= � SII' PVC MANIFOLD WIRE EA LOCATION, TYP. 4 TO 6 FROM EDGE COMPRESSION TEE (TYP.) -11 X11 X11'- PVC TEE SxSxT 916.787.5100 OFON,CURB OR FENCE PVC ELL SxT DRIPLINE LAYOUT TREE BLOCKOUT LAYOUT FLUSH VALVE AIR RELIEF VALVE SPARE WIRE IN VALVE BOX L400 ..y NOT TO SCALE L400 1$uuD4 NOT TO SCALE 4 ausavu NOT TO SCALE 1400 aevnc NOT TO SCALE L400 SPARE. NOT TO SCALE N N ALL SOLVENT WELD PIPE SHALL T- •'•' '� G L B R U N O FINISH GRADE BE SNAKED INTO TRENCHES I' I JP 3'-0' y(}` AS SHOWN To ALLOW FOR /� 3'r:. NOTE, DO NOT LET IRRIGATION CONTROL WIRES SIT IN WATER AT ANY TIME. TO TREE TORO LOC EZE T-FTS18-1 DRIPUNE STAPLE IN PLACE EXPANSION & CONTRACTION MAKE WATERPROOF WIRE CONNECTION PRIOR R TO APPLYING ANY SWIVEL TEE W/ WASHER. ON SURFACE W/ TO 8, LATERAL UNE : j• , t: IRRIGATION WATER ON THE ENTIRE SITE ENSURE CONTROL WIRE SHOWS T-SS6-50 STEEL SOIL STAPLE MAIN UNE NO CRROSION/DAMAGE PRIOR TO SPLICING WIRES. REMOVE CORRODED/ FINISH GRADE DAMAGED CONOI. WIRE AS NECESSARY. FINISH RADE CONTROL WIRE ...t 7 ee - BUNDLE & TAPE M�:•:� STRIP HIRES APPROX. 5/8' - - - AIN PPLY, LATERAL SUTOGETHER AT �— FROM END ND WIRING 10'-0' O.C. EDGE OF TRENCH CONCRETE THRUST FINISH RADE TYR BLOCK, TYP. i a ( _ I TWIST HIRE ENDS TOGETHER SCH. 80 PVC NIPPLE ---` JJII \\f' TWIST ON 'Y CONNECTOR UNTIL R00T WATERING SYSTEM i`+ �� MAIN LINE ll III 111 WIRE REACHES END SWING JOINT, LID, BUBB &SOCK. LATERAL MAIN SUPPLY UNE & II FITTING 3M DBR/Y-8 WIRE CONNECTOR INSERT TO BOTTOM OF GEL 1111111 � OR APPROVED EQUAL FILLED INSULATOR TUBE ILII =III: VIBRA z FINISH GRADE . •: n CASE SECURELY E css 20o PVC MANIFOLD CLASS LATERAL UNE- - L111 LACUTE REHAB LATERAL SUPPLY / SPRAY HEADS PVC TEE (SxSxT) - HOSPITAL Here MMNL MM ME wx WW MCMEKe _. UAxw AVEL = w SEE RIO BRAVO Enrsr i0C0 BINL E IEx rrE Y/llll/,clr1RE'A as alta. EMD =RRA V=M0N TRENCHING CONCRETE THRUST BLOCK / TYP. WIRE CONNECTORS ROOT WATERING SYSTEM DRIPLINE MANIFOLD L400 mwcn NOT TO SCALE L40U meusT NOT TO SCALE L400 weccouuz NOT TO SCALE L400 DEEPFm4 NOT TO SCALE L400 MPMANIr 2 NOT TO SCALE OSHPD # H180283-15-00 3 - LODGE POLE _ t STAKES ! STAKESCUR POLE TYPICAL CARSON 910 VALVE BOX O FIGURE EIGHT EQUAL '� CONNECTORS A&SLINE NECESSARY. LID WATER PROOF V DOUBLE WRAP AT FIGURE EIGHT TIE, FOR FLOW STAKE, CINCH TIGHT DOUBLE WRAP AT SENSOR FLUSH W/ FINISH RADE. CONNECTORS TO PREVENT SUPPING - STAKE, CINCH TIGHT 6 TO PREVENT SIJPPING ® FIN. GRADE PUN PLAN FIGURE EIGHT CINCH TIE n FIGURE EIGHT CINCH TIE PLACE TREE TIES 6' ABOVE POINT 0 WHERE TREE HEAD IS ALF SUPPORTING TNG PLACE TREE TIES 8' ABOVE POINT & MIDPOINT WHERE TRUNK STINTS TO WHERE TREE HEAD IS SELF SUPPORTING FLEX & MIDPOINT WHERE TRUNK STARTS TO 2' DIA. TREATED LODGE POLE 1' MULCH LAYER / KEEP `^ FLEX PINE STAKES CLEAR OF ROOTBALL 2' DIA. TREATED LODGE POLE w CLEAR OF TRUNK BASE 3 1' MULCH LAYER /KEEP CLEAR OF PINE STAKES CLEAR R FOOTBALL > TRUNK BASE 3' HIGH RESERVOIR -REMOVE AT of HOLD TOP OF ROOTBALL 1 1/2' DOWN FLOW SENSOR CABLE � 3' HIGH RESERVOIR, REMOVE AT END OF MAINTENANCE PERIOD l i 1 ANO DESCRIPTION DATE FROM FINISH END R MAINTENANCE RADE R DECOMPOSED FINISH RADE O GRANITE SURFACING DIRECTION of FLOW '- 1 VDIUNa Ch S 4/3/2018 �,�� FERTILIZER TABLET(S), SEE SPECS - FINISH O DE G3' TTHICK LAYER F °°� 2 Response OSHPD Prelim 4/3/2018 FINISH GRADE '� .- a° �i rn ;; • ( 10 PIPE DIAMETERS e ^° 5 PIPE DIAMETER S w_ BACKFILL MIX 50% NATIVE SOIL M� �•'' DIMENSION 'A' FLOW DIMENSION '8' Ci Backcheck 12/14/2018 FERTILIZER TABLETS M' r r •• 50% SOIL AMENDMENT ........................ ...................... SEN u' z PEIsY, ,ai' FERTILIZER TABLETS MAIN LINE PIPE NO VALVES, REDUCERS OR 3 q w a (- �mxA�. - BACKFILL MIX 50% NATIVE SOIL ? 1' • s 0L �z i*✓• w�, BACKFILL MIX 50% NATIVE SOIL Gt z 50% SOIL AMENDMENT ELBOWS IN THIS AREA c a w COMPACT BACKFILL TO 85% RELATIVE w Z p•?;. P0O1e"LL 50% SOIL AMENDMENT EXAMPLE. > DENSITY LEGEND o '`+1; 1�.t' FR 3' FLOW SENSOR, DIMENSION 'A' MINIMUM 30' 4' DEEP PEA RAVEL COMPACT BACKFILL TO i '�'y" = DIMENSION 'B' MINIMUM 15' ENTIRE AREA OF BOX 85% RELATIVE DENSITYq. q. 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED 5 $ COMPACT BACKFILL TO ON PLAN (TRIANGULAR SPACING.) 85% RELATIVE DENSITY TWIG= WIDTH OF 2. 1/2 ON CENTER SPACING. TWICE WIDTH OF FOOTBALL R00T&Jl 3. PAVING, BUILDING R HEADER SHOWING PLANTING T1W E WIDTH R R00 ALL AREA LIMIT. TREE PLANTING/ TRIPLE STAKE - TREE PLANTING / TRIPLE STAKE SHRUB PLANTING GROUND COVER PLANTING DECOMPOSED GRANITE SURFACING AREA FLOW SENSOR L400 xwoocD' NOT TO SCALE L400 seacem NOT TO SCALE L40U ccPLMT NOT TO SCALE L400 NOT TO SCALE L400 FLOWSENS NOT TO SCALE MOUNTING BASE SECURE TO BASE IN CONCRR CURB OR SIDEWALK APPROVED MANNER CAST IN PLACE CONCRETE 1ssuANce wsroav-rats sheer 1 BOOSTER PUMP BASE REDUCE TO PUMP SIZE W GALV. REDUCER RIGID CONDUIT & WIRE TO / - - SCH 40 GALV. IRR UNION HGA NO: 2940-016-00 PUMP SENT PANEL N SIZE GATE VALVE W/ HDWHEEL m w MANUS FACTURERS& SCH 40 GALV. THREADED ADAPTER L REQUIREMENTS IRRIGATION & r - TREE CANOPY TTREE TREE 4-- ----� EXTEND TO WATER TANK o TREE CANOPY I 7Rl1NKO I REDUCE TO PUMP SI R�AOEo PPE PLANTING ED PANTING AREA _ - - - - _ L - - J S H 40 GALLREDUCER 2' SCH 40 GALV. IRON IOSHPD STAMP: H180283-15-00 t DETAILS g B'-0' 6'-0' CONCRETE CURB IRR GATEUNIVALVE PPE SUPPORT I I SIDE WALK FINISH RADE W/ HNDWH • / , 3o ).- 1 Office of Statewide Health 1 FIN. RADE SON 40 GALV. IRR - - CO � 2 TOP OF CURB TREE THREADED ADAPTER . ISI �� gal, -I Kn / f) Planning and Development - 4 TRUNK I PROVIDE AND INSTALL ROOT BARRIER PANELJL PROVIDE AND INSTALL ROOT BARRIER PANEL SCH 80 �.� ! I eGb✓' S Q' i A AC D 1 `O (= ( DEEP ROOT BARRIER PANEL AT FOR TREES INDICATED ON PLAN. PANEL SHALL FOR TREES INDICATED ON PLAN. PANEL SHALL PVC TO cc IteCWra— Kn BACK OF CURB AND ADJACENT TO BE PROVIDED AT EDGE OF CONCRETE TO BE PROVIDED AT EDGE OF CONCRETE TO SYSTEM =1 I A AC D I DATE: APRIL 3, 2018 PANEL 1K/2- ABOVE FINISH RADE AEXTENT S PTABLE WHERE TREE DISE NOTED WITHINWITHIN 8'-0' ACCEPTABLE WHERE TREE DITION IS EXTENT SHOWN. SINGLE IS NOT WITHIN W-0' ELEVATION 1J,NDSC, Vudura aW 1 - - OF SOIL WHERE ROOT BARRIER PANEL OF CONCRETE PAVING R CURB. R CONCRETE PAVING OR CURB PLAN t;,Rf,� 00 F9 1 A AG D I m OCCURS IN TURF AREA. PROVIDE 1' - '. .� �-• Ro. ^ Mechanical -Date 100% CONSTRUCTION DOCUMENTS N L I- III �= CLEARANCE BETWEEN FACE OF �Q �'v,r 1 A AC D In III LII - III -L III -III -j DONQRETE AND PANEL. ROBERT BORO W a, —III III IT=11 111 III III= PLAN VIEWS o 1 ee c� 11111111111111111 ill 711ii 11111111111111;,11 �� } } } } } } } } ( } t e '- -' A AC D SECTION * aE}ti'a'._. * I Fire Marshal Date 1 _ ROOT BARRIER INSTALLATION rA , 411 LANDSCAPE ARCHITECT _ _ _ — — — — — — — — — L400 BOOSTER PUMP ASSEMBLY P.O. Box 4734 s m. Al �< 1 g L400 RDor_e"ea'u NOT TO SCALE - L400 PDMP NOT TO SCALE SEL mso 333-087 l9TF EL - - - J Q EMAIL RJ0110.0 MCASTINT OF GhY•Y @OPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. i LANDSCAPE LIGHTING PLAN 1" = 20'_0 I N N M LIGHTING LEGEND SYM. MANUFACTURER & DESCRIPTION i REMARKS 2585 N. LARKIN AVE. FX—LUMINAIRE NP-6LED—BZ GROUND MOUNTED UPUGHT FRESNO, SPACE TO PROVIDE EVEN DISPLAY OF 294.0200 WITH SUPER J—BOX SJ—BS & 18R—XX BRONZE 18- RISER A/1.500 LIGHT AT TREE CANOPY. HOWE ELECTRIC & SPIKE. C04 NSTRUCTI82 III ® FX LUMINAIRE LX-300—SS—LXPCKIT W/ PHOTO CELL LANDSCAPE LIGHTING PLAN 1" = 20'_0 I N N M LIGHTING LEGEND SYM. MANUFACTURER & DESCRIPTION DETAIL REMARKS 2585 N. LARKIN AVE. FX—LUMINAIRE NP-6LED—BZ GROUND MOUNTED UPUGHT FRESNO, SPACE TO PROVIDE EVEN DISPLAY OF 294.0200 WITH SUPER J—BOX SJ—BS & 18R—XX BRONZE 18- RISER A/1.500 LIGHT AT TREE CANOPY. HOWE ELECTRIC & SPIKE. C04 NSTRUCTI82 III ® FX LUMINAIRE LX-300—SS—LXPCKIT W/ PHOTO CELL 8/1-500TRANSFORMER. 559.255.8992 MAKE ALL CONNECTIONS. INTERIOR ARCHITECT III_ HGA ARCHITECTS & ENGINEERS UIT ONIMUMW ADE W/1 LOW VOLTAGE 1200 R STREET, SUITE 100 PROVIDE MINIMUM COVER OF 12' SACRAMENTO, CA 95811 DIRECT BURNLDCABLE 916.787.5100 LIGHTING NOTES 1. PROVIDE PRECAST CONCRETE PULL BOXES W/ CONCRETE UDS FOR ALL LIGHTING CABLE SPLICES. 2. WIRE RUNS SHALL BE SIZED BY THE CONTRACTOR IN THE FIELD PER LOCAL CODES AND VOLTAGE DROP DEMANDS. USE 12-2 MIN. SIZE WIRE. AIM FIXTURE A MINIMUM OF 10' I OFF VERTICAL TO ALLOW WATER AND DIRT TO DRAIN OFF LENS CAP. FX LUMINAIRE FIXTURE. 18" RISER FX LUMINAIRE SPIKE CAPX - MOUNTED ON FX SUPER J -BOX FINISHED GRADE LOW VOLTAGE CABLE' WITH FX LITESPLICE. LEAVE 18" MIN. LOOP COILED BELOW FIXTURE CONDUIT W/ LIGHTING CABLE SECTION/ELEVATION UPLIGHT 1500 NOT TO SCALE FX LUMINAIRE STAINLESS STEEL TRANSFORMER. SEE LIGHTING PLAN FOR WATTAGE SIZE, SWITCHING TYPE. FASTEN TO POST. 4X4"X1/8" TUBE STEEL POST -� MOUNTED IN CONCRETE FOOTING. PRIME & PAINT. CAP OPEN TUBE END W/ 1/8" THICK PLATE. WELD CONTINUOUS. ALL METAL PARTS MUST BE GROUNDED IN ACCORDANCE TO x CEC GUIDELINES. 00 RUN LOW VOLTAGE CABLES IN 3/4" GRAY PVC CONDUI SECTION/ELEVATION 12- SQUARE TRANSFORMER L500 NOT TO SCALE 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. I- 2585 N. LARKIN AVE. FRESNO, 294.0200 I ELECTRICAL ENGINEER Iii I HOWE ELECTRIC C04 NSTRUCTI82 III E. OLIIVVE AVE. FRESNO, CA 93702 559.255.8992 III INTERIOR ARCHITECT III_ HGA ARCHITECTS & ENGINEERS IIITI I 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 GFI PROTECTED 120V POWER WITH WATERPROOF G. L. 8 R U N 0 OUTLET COVER UO1t1 AX, t .4 �. SECTION/ELEVATION 12- SQUARE TRANSFORMER L500 NOT TO SCALE 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER I OSHPD STAMP: H180283-15-00 C 4 y Rear -4 A. I I ��Q 1J,NDSC,1pF I ROBERT BORO LA NDBCAPE ARCHITECT P.O. Box 4764 J' pP, 4tAftl lOi VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 HGA NO: 2940-016-00 LANDSCAPE LIGHTING PLAN i I I I DATE: APRIL 3, 2018 I 100% CONSTRUCTION DOCUMENTS Fresno, C611IWn14 66744 TEL 1666) 266.1667 '✓lF Fpi� L_______________ J L500 Ill R-BOROPCOMCASTMT OF PLLI ®JPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC FRESNO PLUMBING & HEATING INC. I- 2585 N. LARKIN AVE. FRESNO, 294.0200 I ELECTRICAL ENGINEER Iii I HOWE ELECTRIC C04 NSTRUCTI82 III E. OLIIVVE AVE. FRESNO, CA 93702 559.255.8992 III INTERIOR ARCHITECT III_ HGA ARCHITECTS & ENGINEERS IIITI I 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 GFI PROTECTED 120V POWER WITH WATERPROOF G. L. 8 R U N 0 OUTLET COVER UO1t1 AX, I OSHPD STAMP: H180283-15-00 C 4 y Rear -4 A. I I ��Q 1J,NDSC,1pF I ROBERT BORO LA NDBCAPE ARCHITECT P.O. Box 4764 J' pP, 4tAftl lOi VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 HGA NO: 2940-016-00 LANDSCAPE LIGHTING PLAN i I I I DATE: APRIL 3, 2018 I 100% CONSTRUCTION DOCUMENTS Fresno, C611IWn14 66744 TEL 1666) 266.1667 '✓lF Fpi� L_______________ J L500 Ill R-BOROPCOMCASTMT OF PLLI ®JPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC VICINITY MAP NO SCALE QUANTITIES THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. PROJECT ACREAGE 5.21* AC. (GROSS) 4.963 AC. (NET) CUT FILL MEDICAL CENTER 30850 34750 IMPORT MATERIAL LOCATION: APN: 434-010-67 TOTAL DISTURBED AREA: 6.62 ACRES CITY STANDARD NOTES 1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REWIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 4. AN OPEN PERMIT SHALL BE OBTAINED FROM THE CITY OF PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 5. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 5. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WRH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQJ) MUST BE FILED NTH THE STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITIES. COMPLAINCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUAOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C386750 HAS BEEN ISSUED BY THE STATE WATER RESOURCE CONTROL BOARD FOR THIS PROJECT. GRADING NOTES 1. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES NTH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600, FOR PROJECT SITE LOCATING OF UTILITIES PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 2. ALL GRADING SHALL CONFORM TO APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY GEOTECHNICAL ENGINEERING INVESTIGATION FOR THE PROPOSED VIBRA HEALTHCARE ACUTE REHAB HOSPITAL, PROJECT NO. 022-17134 BY KRAZAN & ASSOCIATES, INC. DATED JANUARY 12, 2018. 3. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE AND CITY OF BAKERSFIELD ORDINANCE NO. 4472. 5. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL 6. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS TO PLACING OF ANY FILL MATERIAL. 7. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECTION 305 OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 8. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 9. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 10. FACES OF ALL CUT AND FILL SLOPES TO BE SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 11. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL 12. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES 13. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. - 14. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL 15. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. 16. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 2. SITE IMPROVEMENT PLANS FOR VIBRA HEALTHCARE ACUTE REHAB SPR# 18-0216 4400 KIRKCALDY DRIVE GRADING PERMIT # 18-40000070 SITE MAP SCALE: 1" = 50' 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS GATEWAY ENGINEERING MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS 6. ANY EXISTING UTILITY AND UNDERGROUND LINES ARE SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S,A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER AND THE CITY ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK, 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION .. NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANTS PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 15. GATEWAY ENGINEERING WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY GATEWAY ENGINEERING. BASIS OF ELEVATION U.S.G.S. BENCHMARK 6.6 MILES EAST ALONG STATE HIGHWAY 178 FROM THE H.F. WILLIAMS SCHOOL AT BAKERSFIELD. 42 FEET NORTHWEST OF THE INTERSECTION OF THE ROAD LEADING TO THE KERN COUNTY RIVER CLUB AND CAMP, 52 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 13.5 FEET NORTHWEST OF A HIGHWAY SIGN. STANDARD DISK STAMPED Y 292 1935 AND SET IN THE TOP OF A CONCRETE POST. BMi Y 292 ELEV: 782.57 (NGVD 29) QUAD -YEAR: RIO BRAVO RANCH (1992) TEMPORARY SITE CONTROL ESTABLISHED AS FOLLOWS: A TBM95206 - "X" IN CONCRETE. SOUTH RETURN ELEV.=670.30 OF SE CORNER OF COLLEGE AVE AND MORNING DR TBM#5208 - "X" IN CONCRETE. SOUTH RETURN ELEV. 671.14 r OF SW CORNER OF COLLEGE AVE AND MORNING DR G�I�.HTWIM`illne , AB AGGREGATE BASE LG UP OF GUTTER AC ASPHALT CONCRETE MH MANHOLE BCM BRASS CAP MONUMENT NG NATURAL GROUND BFP BACKFLOW PREVENTER OC ON CENTER BL BORE LOCATION P PAVEMENT BM BENCHMARK PC PAVEMENT=CONCRETE C CONCRETE PB PULL BOX CL CENTERLINE PP POWER POLE CNS COMPACTED NATIVE SOIL R RADIUS CP CONTROL POINT ROW RIGHT-OF-WAY CR CROWN SCO SEWER CLEANOUT D DIRT SO STORM DRAIN DA DRIVE APPROACH SF SQUARE FEET DI DRAIN INLET SL STREET LIGHT DWG DRAWING SP SERVICE POLE EB ELECTRICAL BOX SS SANITARY SEWER EC EDGE OF CONCRETE STA STATION EM ELECTRICAL METER STD STANDARD EO ELECTRICAL OUTLET STR STRIPE EP EDGE OF PAVEMENT TBM TEMPORARY BENCHMARK EV ELECTRICAL VAULT TC TOP OF CURB FG FINISH GRADE TCB TRAFFIC CONTROL BOX FH FIRE HYDRANT TO TOP OF DIKE FL FLOW LINE TF TOP OF FOOTING Ge GRADE BREAK TOE TOE OF SLOPE GM GAS METER TOP TOP OF SLOPE GP GUARD POST TR TOP OF RETAINING WALL OR GAS RISER TS TRAFFIC SIGNAL GV GAS VALVE TSB TRAFFIC SIGNAL BOX GW GUY WIRE TW TOP OF WALL IRR IRRIGATION VG VALLEY GUTTER IF IRON PIPE W WATER IR IRRIGATION RISER WM WATER METER LF LINEAR FEET AS WATER SERVICE I wV WATER VALVE 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING �=7F96Y�7�3�\il�C THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING OF NORTH 67'34'39" WEST ON THE SOUTH UNE OF STATE HIGHWAY 178 IN SECTION 24, TOWNSHIP 29 SOUTH, RANGE 28 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS SHOWN ON STATE HIGHWAY MAP 7-1 FILED IN BOOK 4 PAGE 111, RECORDS OF KERN COUNTY AND SHOWN AS NORTH 67'34'24" WEST ON THIS MAP. The GRADING PLAN as Spewn en !ii -drawing Is hereby appmvad subiemto any indicated corrections at aodltlons. Approval byfhe Puhbc Works Department and Bulrding D-, dadmentindicates approval only a.; to design criteria used and cOnformenaeM City Standards, Codes and Ordinances. Engin eerfar the sutrdivldar or developer shall b=;e pgn. able foraccuracyof calculations formis plan and shall submit a cer¢i`.Ied "as -graded" plan after completion of the grading. APPROVED BY: , GRADING LEGEND SHEET LIST 272 N. PALM AVE. PROPOSED SWALE PER DETAIL SA FRESNO, CA 93701 GRADE TO DRAIN. 0.5% MIN. SHEET NUMBER SHEET TITLE 559.486.5222 _ GB _ _ _ _ CiDO COVER SHEET 55.32 TC 54.82 P PROPOSED ELEVATION PLUMBING ENGINEER PROPOSED STORM DRAIN ELEVATION 0200 SITE LAYOUT PLAN -SD=0.0036 _ PROPOSED STORM DRAIN PIPE C300 SITE GRADING PLAN FRESNO PLUMBING & HEATING PROPOSED SURFACE SLOPE (FEET/FOOT) C301 PRIVATE ROAD PROFILE PLAN INC. SA DETAIL NUMBER 0302 STORM DRAIN PROFILE PLAN 2585 N. LARKIN AVE. PAGE NUMBER 0400 SITE UTILITY PUN FRESNO, CA 93727 C4D1 SEWER PROFILE PLAN 559.294.0200 C500 EROSION CONTROL PLAN ELECTRICAL ENGINEER C60o CONSTRUCTION DETAILS ONSITE III 5Fi 50386750 C601 CONSTRUCTION DETAILS CITY STANDARDS HOWE ELECTRIC C602 CONSTRUCTION DETAILS U71UTY CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT �oo6c HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY ,. OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT y I SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600 1 ..-6,LBR.UNO1 >r1AYES,`, II® ENGINEER'S STATEMENT RECEIVED THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION JUL 26 2019 AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH EAST NILES COMMUNITY SERVICES DISTRICT AND THE COUNTY OF KERN ORDINANCES, STANDARDS, AND DESIGN CITY OF BAKERSFIELD CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. BUILDING DEPARTMENT ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE DISTRICT AND COUNTY ENGINEER. VIBRA VIBRA (--Z-I HEALTHCARE ACUTE REHAB JO SEP D. DAGGETT R.C.E. 71,873 EXP. 12-31-17 DATE HOSPITAL RIO BRAVO LEGAL DESCRIPTION BEING A PORTION OF LOT 1 OF LOT LINE ADJUSTMENT NO. 08-0064 PER CERTIFICATE OF COMPANCE RECORDED 0208159433, OF SAID LI IOFFICIAL RECORDS �YINGEWITHIN2008 THE NORTHE STMENT QUARTER OSHPD # H180283-15-00 OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 28 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. �=7F96Y�7�3�\il�C THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING OF NORTH 67'34'39" WEST ON THE SOUTH UNE OF STATE HIGHWAY 178 IN SECTION 24, TOWNSHIP 29 SOUTH, RANGE 28 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS SHOWN ON STATE HIGHWAY MAP 7-1 FILED IN BOOK 4 PAGE 111, RECORDS OF KERN COUNTY AND SHOWN AS NORTH 67'34'24" WEST ON THIS MAP. The GRADING PLAN as Spewn en !ii -drawing Is hereby appmvad subiemto any indicated corrections at aodltlons. Approval byfhe Puhbc Works Department and Bulrding D-, dadmentindicates approval only a.; to design criteria used and cOnformenaeM City Standards, Codes and Ordinances. Engin eerfar the sutrdivldar or developer shall b=;e pgn. able foraccuracyof calculations formis plan and shall submit a cer¢i`.Ied "as -graded" plan after completion of the grading. APPROVED BY: , GRADING LEGEND PROPOSED SWALE PER DETAIL SA --.- GRADE TO DRAIN. 0.5% MIN. SLOPE. _ GB _ _ _ _ GRADE BREAK 55.32 TC 54.82 P PROPOSED ELEVATION 54.07 MIM /_53-02 _INV PROPOSED STORM DRAIN ELEVATION EXISTING ELEVATION -SD=0.0036 _ PROPOSED STORM DRAIN PIPE SLOPE ^S=0.0036 PROPOSED SURFACE SLOPE (FEET/FOOT) PROPOSED SURFACE SLOPE (PERCENT) SA DETAIL NUMBER t PAGE NUMBER ` CITY RECORDS NO, III 5Fi 50386750 ISSUANCE HISTORY - THIS SHEET GATEWAY HGA NO: 2940-016-00 CIVIL ENGINEERS I LAND SURVEYORS COVER SHEET P. 559-320-03441 F. 559-320-03451 WWW.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 OSHPD STAMP: H180283-15-00 1 2019 Office of Statewide Health Planning and Development Architectural - _ - --Date A AC D DATE: JULY 17, 2019 1 I I Structural _ __ mate 1 1 �hancTa�- ate A AC D A AC D 1100% CONSTRUCTION DOCUMENTS I Fire Marsh _- -_- --Dale I E edrlca 1 al Date A AC D i C1 0 0 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L AV DDPYRIGHT HAMMEL, GggEEN AND ABRAHAMSON, INC. F m CONSTRUCTION NOTE LEGEND PLACE MINIMUM 2W ASPHALT CONCRETE OVER 5" AGGREGATE BASE OVER 12" COMPACTED AC SUBGRADE (95% RELATIVE) IN ALL PARKING STALLS (T.I =4.5). PLACE MIN. 318" AC OVER 8" AGG. BASE OVER 12" CNS (95% RELATIVE) IN DRIVE AISLES (T.I. 6.5) AND ALL OTHER AREAS. SAWCUT AND REMOVE MIN. 2' WIDE ASPHALT SECTION. REPLACE WITH COMPACTED THICKNESS EQUAL TO 7" OR EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER, TO MATCH PROPOSED IMPROVEMENTS TO EXISTING. AE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY STALL EMBLEM PER CALIFORNIA BUILDING CODE AND ADA REQUIREMENTS. AP ACCESSIBLE PARKING STALLS AND ACCESS ISLE PER DETAIL AP AS FURNISH AND INSTALL ACCESSIBLE PARKING SIGN ON POST PER CBC REQUIREMENTS. BW CONSTRUCT BLOCK WALL ALONG WEST PROPERTY LINE PER DETAIL Ca OCONSTRUCT CONCRETE CURB PER DETAIL ALL CONCRETE IN DRIVE AISLES SHALL BE 6" THICK CONCRETE FLATWORK NTH f4 REBAR 0 24" CF O.C., EACH WAY OVER 4" AGGREGATE BASE OVER 12" COMPACTED NATIVE SOIL (95% RELATIVE). THE MAXIMUM CROSS SLOPE IS 2.0% SEE ARCHITECTURAL PLANS FOR FINISH. CG CONSTRUCT CONCRETE CURB AND GUTTER PER DETAIL CG CG CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF BAKERSFIELD STD. ST -1. CH CONSTRUCT CONCRETE CHANNEL PER DETAIL CH DA CONSTRUCT CITY STD. DRIVE APPROACH PER CITY STD. ST -3. OPAINT CURB RED MATH WHITE "NO PARKING FIRE LANE" LETTERS REPEATED AT 50' INTERVALS. GP CONSTRUCT GENERATOR PAD AND MASONRY WALL TO ELEVATIONS SHOWN ON GRADING PLAN. REFER TO STRUCTURAL SHEET S200C FOR PAD THICKNESS AND WALL CONSTRUCTION DETAILS. HR FURNISH AND SCH.40 STEEL PIPE OR WITH ARCHITECT. HANDRAIL PER CALIFORNIA BUILDING CODE IF CONSTRUCT CONCRETE INTERCEPTOR FLUME PER DETAIL IF aoo PB FURNISH AND INSTALL PARKING BUMPER. 8PLACE 4" THICK CONCRETE FLATWORK PER DETAIL PC PC SEE ARCHITECTURAL PLANS FOR FINISH REQUIREMENTS. OCONSTRUCT ACCESSIBLE RAMP PER CALTRANS STD. PLAN ARBA. ALL R7 CONSTRUCTION SHALL CONFORM TO THE CBC, CURRENT EDITION. R2 CONSTRUCT ACCESSIBLE RAMP PER CITY STD. ST -10 AND ALL ADA REQUIREMENTS. RD ROOF DRAIN LOCATION. TIE ROOF LEADER INTO PROPOSED STORM DRAIN. SEE BUILDING PLUMBING PLANS FOR CONTINUATION INSIDE BUILDING. RW CONSTRUCT BLOCK RETAINING WALL PER DETAILcRRW SA CONSTRUCT EARTH SWALE PER DETAIL SA SW CONSTRUCT SIDEWALK PER CITY STD. S-3 OR APPROVED EQUAL. OINSTALL TRUNCATED DOME WARNING STRIP PER ADA STANDARDS AND CBC REQUIREMENTS IN LOCATION SHOWN ON PLANS. OCONSTRUCT TRASH ENCLOSURE PER CITY OF BAKERSFIELD STD. ST -25. OCONSTRUCT CONCRETE PAD AND RETAINING WALL TO ELEVATIONS SHOWN ON GRADING PLAN. REFER TO STRUCTURAL DRAWINGS FOR PAD DESIGN REQUIREMENTS. CONSTRUCT 6.5" THICK CONCRETE TRUCK DOCK WITH #4 REBAR 0 18" O.C., EACH WAY OVER O 4" AGGREGATE BASE (95% REL.) OVER 12" COMPACTED SUBGRADE (95% RELATIVE) TO SLOPE AND ELEVATIONS SHOWN ON GRADING PLANS. VG CONSTRUCT VALLEY GUTTER PER DETAIL VG ©G CONSTRUCT 8' WIDE VALLEY GUTTER PER DETAIL NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB. 2. GRADING CONTRACTOR SHALL REMOVE ALL ORGANIC MATTER, DEBRIS, AND OTHER DELETERIOUS MATERIAL FROM THE SITE. 3. PROTECT ALL IMPROVEMENTS TO REMAIN. 4. MAXIMUM CROSS SLOPE OF ALL LANDINGS, RAMPS, WALKS & AT HC PARKING STALLS SHALL BE 1/4—INCH PER FOOT MAXIMUM. 5. STRIPE PARKING LOT AS SHOWN. 6. CURB SHALL BE PAINTED BLUE AT ALL ACCESSIBLE PARKING STALLS 7. INSTALL SIGNS AND STRIPE ACCESSIBLE STALLS PER CBC STANDARDS. 8. UNLESS OTHERWISE SPECIFIED, STRIPING IN PARKING LOT SHALL BE 4" WIDE WHITE. 9. PAINT THE WORDS "NO PARKING MINIMUM 12" HIGH, WHITE ON THE GROUND WITHIN EACH ACCESS ISLE. 10. ACCESS DRIVES SHALL HAVE A CLEAR WIDTH OF 20 FT. THE CURBS SHALL BE PAINTED RED AND STENCILED FIRE LANE EVERY 50 FEET OR APPROVED FIRE LANE SIGNS POSTED AT 50 FOOT INTERVALS. 11. THE CONTRACTOR SHALL MAKE ADEQUATE PROVISION FOR DUST CONTROL FOR THE DURATION OF THE WORK. DUST CONTROL MEASURES SHALL BE FULLY AND ADEQUATELY CARRIED OUT ON WEEKDAYS, WEEKENDS AND HOLIDAYS, AND WHEN NECESSARY, BEFORE OR AFTER NORMAL WORKING HOURS. LEGEND UNITS OF ASPHALT CONCRETE PANNG LIMITS OF 4" THICK CONCRETE FLATWORK PER CONSTRUCTION NOTE LEGEND LIMITS OF THICKENED, REINFORCED CONCRETE FLATWORK PER CONSTRUCTION NOTE LEGEND PROPOSED ACCESSIBLE ® PARKING SYMBOL PROPOSED SIGN ON POST, SEE CONSTRUCTION NOTE. O PROPOSED IMPROVEMENT PER CONSTRUCTION LEGEND. _ PROPOSED CURBS TO BE PAINTED. SEE CONSTRUCTION NOTE R APPROX. LOCATION OF ONSITE 101 LIGHTING. CONFIRM WITH ELECTRICAL PLANS 6-30 'I � 4,1 PeCOr,lS IVO. SCALE IN FEET Ii 0 10 20 40 GATEWAY ISSUANCE HISTORY - THIS SHEET HGA NO: 2940-016-00 CIVIL ENGINEERS I LAND SURVEYORS SITE PLAN P. 559-320-03441 F. 559320-0345 1 W W W.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 r- _ _ _ _ _ _ _ _ _ _ _ _ _ _ IOSHPD STAMP: H180283-15-00 I I I I DATE: JULY 17, 2019 I 100% CONSTRUCTION DOCUMENTS 9 n n 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L CQDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. I 0 P 37 PROPERTY UNE - •: I 837. 0 C 83 837. 01 :34n837 2 I C 836 70`p 846 484 844848 842-- -°y 840 -836 836 831.00 RIM1 1 831.50 FL 836.0 FL \ 1200 R Street, Suite 100 834 -_.8.31.50 FL SO INV ...-- Sacramento, California 85811 - -_e__� •� �4_ . ,r,_„�c-gS,?<� < _ ._,,.: q• .Telephone 916.787.5100 ------- - - - - - - 834 '- PROPERTY UNE 632.50 UP / _ 32:56UP �-`r, 837 0'00°W 521.54' 83 0 I \ EARTHWORKOUANTITIES 832 8U -P 832.0 TC 83 •40 TC MiOTC 834. BO TIC 1,831. 0 P 83 90P 834. 0 P f • 838.00 TC g EXCAVATION 30850 CUBIC YARDS �on 837.50 C "a37o7cEMBANKMENT = 34750 CUBIC YARDSSTRUCTURAL ENGINEER .83 .05 TC._____._ . 83730 C a 2.5000 e 4.0% 834.10 P 832.90 M 832.90 TIC 830 -``.- / 848.36 TC o Tc HGA ARCHITECTS &ENGINEERS 838. "CO TC 834 30 TC j( 831.70 TC 831.55 P 833.60 P 834.40 TC 3 \ 833.80 P 832.40 P - 832.40 P 1 831.20 P 1t 12 850 833.90 P 837.90 TC 8 .60 TO 848.30 �� ° - - 1200 R STREET, SUITE 100 / 837.70P 83740P 12% ea iDP SACRAMENTO, CA 95811 / o J 832.90 TC 830.70 RIM ' op' $ �` ~- / 916.787.5100 0 833.20 TC 832.40 FL 832.80 TIC 5 826.00 IN �`..� m o 'v / �f 848.31 TC 835 20 TC 834 70 TC 832.70 FL $=0 0058 - 832 30 FL 848.00 TC 847.81 FL 833.asTc - N \ 934.4®rc aa797rc _ �� MECHANICAL ENGINEER 834.70 P $34.21832.95P 833.90 Ps31 o c ea3s �aa747FLPATTON AIR C NNPALM RING3.10 TC 848.10 TC 4833.00 C 830 !0 P T 844.80 TC62.60 P \. `a939.13 TW 847.60 FL FRESNO, CA 93701 83 834.90 7C 833.05 TC 832.50 TC 631 70TC t7 834.30 iC 84430 P 1 T 834.40 P 831.90 C 831 20 P 833.80 P 835.20 TC a .559.486.5222 832.55 P 832.0° FL m PROPERTY UNE PROP TY UNE > �� - 837.95 847.02 TC --..- 833.50 P FF `�--- 834.70 P f 847.30 P 2% C600 I , 8. S r- nl a36 837.20 TC °Y,l,: a47.0 iC I 846.52 FL PLUMBING ENGINEER 11 1 836 70 P // 846.81 TC 4„ a 835.00 TC 30f LF11 1800 33.30 RIM 8 .66iC w- , CONSTRUCTION NOTES 31.50 RI g q a4s9P 6 ae '; 'FRESNO PLUMBING&HEATING 10 A 25.00 INV 36 INC, 836.40 FG I - 828:501NV 5 S 8 0 q3 837.80 TW 839.8 TW c ( ® CONSTRUCT A MIN. 12" WIDE X 8' DEEP MOWSTRIP M$ 2585 N. LARKIN AVE. 835.70 TC 3.2% o I _ _ Iltt 3'p 834.4q TC 834.70 TC` 837.BOC 837.80 / ADJACENT TO BUILDING FWNDADON PER DETAIL 60 - _r c� 831.50 RIM 8 i 832,90Py8420P, FRESNO, CA 93727 835.20 P 835.20 TC'n � J �' / 32.00 C 834.70P 830.00INV 83190 '833 SOC I' ' M G �' - O FURNISH ANO INSTALL TYPE "OCP" CONCRETE PIPE INLET PER 559.2940200 RSD€ BREAK°. 835.40 TC 835.20IfCP �: "! 8q CALTRANS STD. PLAN D075B 844 ' o �. 7 0 42.0 845.70 TC 6 834.90 P 834.70 o b ff c � - ,p� " - ,�.. � •: , -•�� , 832-,', a 845.20 FL ' 645.70 TO I 2 FURNISH AND INSTALL TYPE "GCP' CONCRETE PIPE INLET ELECTRICAL ENGINEER 835.00 TC \ `•'. 83?.45 TC r^ 845.20 FL WITH TYPE 36R GRATE PER CALTRANS STD. PLAN D0758 834.50P \\ -- a oc: a3o.95P: • OHOWEELECTRIC 1- ry o GR DE BYEAK a w /1 CONSTRUCT "TYPE A" CATCH BASIN PER CITY OF BAKERSFIELD M. S-12 TO ELEVATIONS SHOWN. CONSTRUCTION, INC. 835.70 FG �� 2.5% / y 832.30 TC ° �� e�1' 4682 E. OLIVE AVE. D I ��9� 81 t LF 11 ta 830.80 P ! ^I ° 837° 6 FW . m m O PERINSCITY ALL SOF BAKER FIELD STD. SW-TORM DRAIN MANHOLE TO pLEYATIONS SHOWN FRESNO, CA 93702 D - ( \ \ 833.40 TC 832.70 7C y / o 837.Sq C o'1°/ m j �" , •" 831.05 TC 833, 0 C �' I 559.255.8992 832.90P 832.20P -3 - N _ 83350G\ \ 2955P 93,4.5° INSTALL CHRISTY U-21 DRAIN INLET PER DETAIL UYl a32.00 C - - _ •' 't - w ,ao I O TO ELEVATIONS SHOWN ON GRADING PLAN 60 e3z.ao)c 2�% 6'' - 1B c 7D€�E"X w INTERIOR ARCHITECT 835.30 FG I 1833.50 TC 11 0 831.00 TC • 11 w y 8c INSTALL LANDSCAPE DRAIN PER DETAIL LD t 83L90P M , / i0 ELEVATIONS SHOWN I Qa33.00P i _ a42 / �� 82880RM 0 TC �r a t © so HGA ARCHITECTS&ENGINEERS OG _ 7 827.801NV "'t ° e2a.ao; " - 1200 R STREET, SUITE 100 of I 20� 832.610 P >� 827,80INV 7 \ / FURNISH AND INSTALL GRATED LINE DRAIN PE •" , `. O CALTRANS STD. PLAN D98H & 0981. SACRAMENTO, CA 95611 e g32.eo re c ° \ N I 916.787.5100 832.70 TO 831.30 RIM o o TIE INTO EXISTING STORM DRAIN MANHOLE. RAISE EXISTING 0,0082 8 2,80 TC �+ I 832.20 FL 8291°INV 5 NS 832.80C �"'�SDz 5 828. ` ` M °' 8O FRAME AND LID TO FINISH GRADE. FIELD VERIFY DEPTH AND 832.50C 831.50 RI \�' .823.70 NY w LOCATION PRIOR TO CONSTRUCTION. 833.007 o I $_ .9739 -� __yn=0.0460 �. ~432.9,5. m I CC N 832.50 P 832.80 TCI / 832. 0 RIM g 832.80G I'. eq O CONSTRUCT CURB CUT FOR DRAINAGE PER DETAIL 831.80 TC 832.50 C 2 60 0 j 832.557 832.30 P 10 832.30 FG 833.00 C 833.00 C 827.601NV 832.05P 832.00 RIM 8 6 Q°o° 831.30P 6" 6" 3. M1 4"ROOF DRAIN LOCATION. CONNECT ROOF DRAIN 70 STORM e I1 827.071NV \ ° 0 11 832.00 RIM 10 11 833.000 m g32;78� 832. OFL .-•- I 10 DRAIN PIPING WITH PCV FITTINGS AS REQUIRED. APPROXIMATE 'll MANHOLE 32.30 TC , ° (� 1 3 LF 6 o 8 .07 24"INV 31.80 FL ✓ o I � 829.501NV ,^ •,• M 4" INVERT ELEVATION =831.33' I 11 831.50 RIM T.0% '$ 83 .SD TC MAX u •'. / FURNISH AND INSTALL SOR-35 PVC STORM DRAIN PIPE FOR 4"-15" � 11 DIAMETERS AND PS -46 OR ROP FOR 18" AND LARGER DIAMETERS. ,3 50✓�a0. F oOo o 829.401NV 832.90 C s '832.50 TC 83 32 30 RIM O 1 832.09111M { '83..00 23.801NV 5 SIZE AND LENGTH AS SHOWN ON PLANS. . n o ro 830!00 INV 6 ? 11 18" I_ 83/95 P_ l, `;'.'1 /. \'.: i°14QA"Q,o \.n- L , .r) I r 1 nounln loo°ov w' 21% 4 LF, 83230Pj °Q°- o p019 / 8 I- ASSOCIATES• g. o 833.00 C r5� = 83130 RIM : 1 °�°Q-,o° 10 832.60C 10 832.80C MS 833.000 833.000 __820 \ 11 6" \ 832.30 / 5 827.301N 1454 LF 11 ° ° V ° Q o�° MS B " 11 831.8 P 851 LF 7C G 833.00 C 20 361 LF 831.75P g832.30P DD \ 10 832.50 RIM tri I GRADING LEGEND 823.1 INV 4 i /// 838 - O' a. C600 / / 833.00 FF \ 8 0 y DRAIN. 0.5X MIN. SLOPE OR 832.10 RIM PROPOSED SWALE GRADE TO 833.00 C 831.00 INY 6.25 TC 836.11 P '� 832.55 FG mm 832.80C MS / 832.550 FP 8 5.76 FL ° Lo GB GRADE BREAK z 832.50 ` o 833.00 C • MAX,55.32 TC 632.00 838 54.82P PROPOSED ELEVATION 832.30 T > 832.10 TC 11 831.SOP / w 54.07 RIM PROPOSED STORM DRAIN ELEVATION 831.60 FL 832.207 (. 832 g3a 53.021NV 831.70 P ,�' 832.15 TC 832.30 FG BJ2.30FG SEE ENLARGED DETAIL O6W 833.00C ' 831.SC 834 1 s EXISTING ELEVATION VIBCA -50=0.0038 PROPOSED STORM DRAIN PIPE SLOPE RE ce ,0 HEALTHCARE 831.90P N q oo I '5=0.0038 PROPOSED SURFACE SLOPE (FEET/FOOT) ACUTE REHAB I U j N1Eg �4t t m 831.2 0 1.7X PROPOSED SURFACE SLOPE (PERCENT) HOSPITAL 832.95 C 832.85 ° 833 00 C 832.30 FG 832.30 FG g 831.75 FG �',' I - - - - - - 11 833.000 - 629.60 TC 830: OTC 640 832 SA DETAIL NUMBER RIO BRAVO 829.10P 829:9OP PAGE NUMBER 4° 6 °i % 830.24 TC vi 631 50 RIM 11 832.65 8 0 00 RIM 11 31.50 RIM 11 0.70 RIM 829 90 TC 1 µ 6 6 6 1 t 4 829.74 FL ti I 831.35 TC 830.50INV 832,1 C 830.00INV 29.00INV 821.70IN 829.40 P/C 82 .85 TC lum.g 830.85C / SD=0.0077 - SD=0.0122 SD=0.0523-- e N STORM SEWER CATCH BASIN. 831,25 TC ¢�.. -... 2: , 83 g _ O 829.30 P 828.35 P 92 y OSHPD # H180283-15-00 830.75 P ,;y -832.80 C a x "', $31.70 TG 830.60TC 8298 " 3R m •' ;. - 83080C ;.:: ' B308pP L- � ' '. a 2 .� . -,.'� .. ,-... �: .- .:'.: 83235:.. 2' .°,. 85TC-� Yz'- 832:30C �'•� �.'.�°i � ';.:-:.831.20C '':,,, ". .5. 830aOC �%-829.3 �- '�az9so -(.•� mnn 2.�% :3:.' ® ®o Fla '�24 BT35C 17127 JT7 ..:829.20P C�. .60 TC 0 �� TC 8293!) C 828 8QgOFESSo '° .10 P 8 05 P/C o828.35 P C 82861 TC 5830.35 TC w 82960 TC 280TC ./628.80 TC D.829.85 P 829.10 P/C828.20P/C 828.15 C 828.30 P'N30.80 ®-� _�_ Bt _�_ -a-FML a �; ® �_ 1 z�c ' 8z8 y W Na. 7J 830.30 831.00 TC GRADE BREAK 832.50C ! 632.20P 632,40 TC GRADE BREAK 830.30 TC 830.10 TC oN / \F, j7T8 830.55 32.30 TC 32.85 TC 830.80 P n �T 1 - I 8 0.40 TC 830.50 P 832.00 P 631.90 P 829.80 P 829 60 P o 827.24 TC •I) Il 83005 931.80P 832.35P g t I 'Pl9 Civi\ 2�� 8 9.90 FL A - )i26.74 P 826 TC 830.30 TC 9� M 831.80 TC ^' 826.65 OF C pL\F0� 830 45 C rv'S j 831.90 TC o I 27.06 TIC , °� 829 95 629.80 FL 831.30 P v, ( 826.90 P 83 .20 7C 830.00 TC 830.60 TC 831.60 7C 831.40 P/C 829.80 TC 830 70 v 82 .70 P 831.60 TC 830.45 TC 62920 7C - 827.70 iC 826.56 C 830,20 - 829.50P GRADE BREAK 830.10P 831.10P 829.30P 828.70P 827.207 826. 831.tOP GRADE BREAK 830.15P 827.10:70ffl 82 h NO DESCRIPTION DATE 830.75 FG I 829.95 TO / ® e 826. $27.05 TC 6ZR j1O ` ` e2s.asP 83 s �� o �' S VoluntaryChgs 4/3/2018 a azs so rc c a2s so Fc Q 6 OSHPD BC 1/11/2019 o ^g50s 829 P rL / ro ro 831 00 C _ ® N� ® ® 82910 P/ 70 C _ 826 55 I I 9 ® m ! /�BZq 21 IV 1- , ;...24.65 C m 82 1829,20P C :80P C ' -:838. 8 OP C : -'GRA° EAR '.-.829:8 8 OP C 9 C 2 1 829.45 TO • m a GGGRRR BR Aif. e 0 o `� m 831.30 TC 831.40 iC ® e ® ® s o o j ` \ 82895 P 8529.8 TC 829 0 TC / 83 .20 TC 83015 TC 830.80 C 831.5 TC 829 50 TC ) 822.52 FL \ ` 829 65 P C 830.90 C 830 25 TC 830.2 TC rp /JIf 82910 P/C 82 .70 P C 830.75 P 829 75 P ' 829. P C f 829 00 P C 828.80-- �� I 829.3 P C / - 829 70 TC 829 65 TO f 82830 P 8 2.68C f I ", 829 20 P / ,,,,' 828.80 TC u✓ 1 r 7 622 a N 829.15 TC 829.00 TC 829.60 TC 830.65 TC 830.Bb TC 830_95 TC 830.75 TC - 829.55 TC 828.30 P 1 ce82,.65 P 828.50 P •/ 829.10 P 830.15 P 83.30 P/C `g3,Qf�5 P� 830.25 P 829.05 P / ° 822.60 V p n .'' r/ III 827.20 TC �w`V r / 8728 50 TC z8 M gy0 : '°�'� n j 11 18" 1826.70 P PROPERTY UNE 829,.00 P' i / � I 5 _.-� 828.25Inc \ 828.20 TC 828.25 TC 828.90 TC 828.95 TC 21.40 V 827.75 827.70 P 827.75 P 828.40 P 828.45 P 829:85 TO 830.05 TC 8'0 827.10 TC 1 0 629 35 P .55 P 828.55 TC 828.45 TC 2 . FEET 82ftj/:8Z2U 82 O5 P 827 95 P ,7O IIN11 12 20.15 82810 C 2950TC11 828 OS TC 827 90 TC 3 S820.26 P ) 0 10 20 40 827�3 RIMII826.1 RIM 'e0' 827.5 TC 82 00 RIM 827 60 TC 82 30 TC ; 828 40 TC L_L829 30 TC9 00 FL _ 827 55 FL 827 40 FL 820.1 WV NE 826A fff 824 ow .-_�...._.. a..m .-.,_=- -. _.___e .�• i. A mw - &"e '• is I \ i s2o az2°No--J°20k"'° 0°°9 °"Pe �d� \ \ \\\�"� CIVIL ENGINEERS I LAND SURVEYORS GRADING PLAN �I1 _ -818 / a^ \� \ I GOP INLET P. 559-320-03441 F. 559-320-03451 NNJYV.GATEWAYENG.COM SO MANHOLE CONTRACTOR TO STEP WALL AND FOOTING O --820 q� 819.63 1.15 TC\ \ 1 827.60 RIM 405 PARK CREEK DRIVE, CLOVIS, CA 93811-0435 821.84 24"INV EVEN INTERVALS BETWEEN GRADES SHOWN -878 /O 19.1 Al'�' - - - - - - - - - - - - - STEP WALL AND FOOTING O ,ea 820.65FL \� 819.00 15"INV W _ - _ r EVEN INTERVALS DOWN SLOPE / xP° ""G %"` 1s, �o� o --__.__ IOSHPDSTAMP: H180283-15-00 " s0 ac x s °e� - 810.00 36"INV SW r q 6A5 ../------.�°-/e`ory/� g P :P°, o- 11 571 LF e,�o°�� / 8A4 810- r= roJw �✓ P o"`8 0"0 �812.BO INV I I 1 808 x B - - - - s e o" SEE 7Q. DETAIL�806 ya -a e� et- " 0 OPG C600 . / / •� f / DR`vE ¢"' aPc "" o"G o"o" oi,PG ¢ 00o- I - I G - " P "°fo 6 A� / / �•bg �// ' K�RKCP`� OPGo'er $,0 "O I �- 1 / ( DATE: JULY 12, 2019 1 1 100% CONSTRUCTION DOCUMENTS I C300I ----------- - - - - - L ©DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 834 0 TC 833.2 TO 834 0\P 832.7 P $ Y 833.asTc - N \ 934.4®rc aa797rc _ �� MECHANICAL ENGINEER 834.70 P $34.21832.95P 833.90 Ps31 o c ea3s �aa747FLPATTON AIR C NNPALM RING3.10 TC 848.10 TC 4833.00 C 830 !0 P T 844.80 TC62.60 P \. `a939.13 TW 847.60 FL FRESNO, CA 93701 83 834.90 7C 833.05 TC 832.50 TC 631 70TC t7 834.30 iC 84430 P 1 T 834.40 P 831.90 C 831 20 P 833.80 P 835.20 TC a .559.486.5222 832.55 P 832.0° FL m PROPERTY UNE PROP TY UNE > �� - 837.95 847.02 TC --..- 833.50 P FF `�--- 834.70 P f 847.30 P 2% C600 I , 8. S r- nl a36 837.20 TC °Y,l,: a47.0 iC I 846.52 FL PLUMBING ENGINEER 11 1 836 70 P // 846.81 TC 4„ a 835.00 TC 30f LF11 1800 33.30 RIM 8 .66iC w- , CONSTRUCTION NOTES 31.50 RI g q a4s9P 6 ae '; 'FRESNO PLUMBING&HEATING 10 A 25.00 INV 36 INC, 836.40 FG I - 828:501NV 5 S 8 0 q3 837.80 TW 839.8 TW c ( ® CONSTRUCT A MIN. 12" WIDE X 8' DEEP MOWSTRIP M$ 2585 N. LARKIN AVE. 835.70 TC 3.2% o I _ _ Iltt 3'p 834.4q TC 834.70 TC` 837.BOC 837.80 / ADJACENT TO BUILDING FWNDADON PER DETAIL 60 - _r c� 831.50 RIM 8 i 832,90Py8420P, FRESNO, CA 93727 835.20 P 835.20 TC'n � J �' / 32.00 C 834.70P 830.00INV 83190 '833 SOC I' ' M G �' - O FURNISH ANO INSTALL TYPE "OCP" CONCRETE PIPE INLET PER 559.2940200 RSD€ BREAK°. 835.40 TC 835.20IfCP �: "! 8q CALTRANS STD. PLAN D075B 844 ' o �. 7 0 42.0 845.70 TC 6 834.90 P 834.70 o b ff c � - ,p� " - ,�.. � •: , -•�� , 832-,', a 845.20 FL ' 645.70 TO I 2 FURNISH AND INSTALL TYPE "GCP' CONCRETE PIPE INLET ELECTRICAL ENGINEER 835.00 TC \ `•'. 83?.45 TC r^ 845.20 FL WITH TYPE 36R GRATE PER CALTRANS STD. PLAN D0758 834.50P \\ -- a oc: a3o.95P: • OHOWEELECTRIC 1- ry o GR DE BYEAK a w /1 CONSTRUCT "TYPE A" CATCH BASIN PER CITY OF BAKERSFIELD M. S-12 TO ELEVATIONS SHOWN. CONSTRUCTION, INC. 835.70 FG �� 2.5% / y 832.30 TC ° �� e�1' 4682 E. OLIVE AVE. D I ��9� 81 t LF 11 ta 830.80 P ! ^I ° 837° 6 FW . m m O PERINSCITY ALL SOF BAKER FIELD STD. SW-TORM DRAIN MANHOLE TO pLEYATIONS SHOWN FRESNO, CA 93702 D - ( \ \ 833.40 TC 832.70 7C y / o 837.Sq C o'1°/ m j �" , •" 831.05 TC 833, 0 C �' I 559.255.8992 832.90P 832.20P -3 - N _ 83350G\ \ 2955P 93,4.5° INSTALL CHRISTY U-21 DRAIN INLET PER DETAIL UYl a32.00 C - - _ •' 't - w ,ao I O TO ELEVATIONS SHOWN ON GRADING PLAN 60 e3z.ao)c 2�% 6'' - 1B c 7D€�E"X w INTERIOR ARCHITECT 835.30 FG I 1833.50 TC 11 0 831.00 TC • 11 w y 8c INSTALL LANDSCAPE DRAIN PER DETAIL LD t 83L90P M , / i0 ELEVATIONS SHOWN I Qa33.00P i _ a42 / �� 82880RM 0 TC �r a t © so HGA ARCHITECTS&ENGINEERS OG _ 7 827.801NV "'t ° e2a.ao; " - 1200 R STREET, SUITE 100 of I 20� 832.610 P >� 827,80INV 7 \ / FURNISH AND INSTALL GRATED LINE DRAIN PE •" , `. O CALTRANS STD. PLAN D98H & 0981. SACRAMENTO, CA 95611 e g32.eo re c ° \ N I 916.787.5100 832.70 TO 831.30 RIM o o TIE INTO EXISTING STORM DRAIN MANHOLE. RAISE EXISTING 0,0082 8 2,80 TC �+ I 832.20 FL 8291°INV 5 NS 832.80C �"'�SDz 5 828. ` ` M °' 8O FRAME AND LID TO FINISH GRADE. FIELD VERIFY DEPTH AND 832.50C 831.50 RI \�' .823.70 NY w LOCATION PRIOR TO CONSTRUCTION. 833.007 o I $_ .9739 -� __yn=0.0460 �. ~432.9,5. m I CC N 832.50 P 832.80 TCI / 832. 0 RIM g 832.80G I'. eq O CONSTRUCT CURB CUT FOR DRAINAGE PER DETAIL 831.80 TC 832.50 C 2 60 0 j 832.557 832.30 P 10 832.30 FG 833.00 C 833.00 C 827.601NV 832.05P 832.00 RIM 8 6 Q°o° 831.30P 6" 6" 3. M1 4"ROOF DRAIN LOCATION. CONNECT ROOF DRAIN 70 STORM e I1 827.071NV \ ° 0 11 832.00 RIM 10 11 833.000 m g32;78� 832. OFL .-•- I 10 DRAIN PIPING WITH PCV FITTINGS AS REQUIRED. APPROXIMATE 'll MANHOLE 32.30 TC , ° (� 1 3 LF 6 o 8 .07 24"INV 31.80 FL ✓ o I � 829.501NV ,^ •,• M 4" INVERT ELEVATION =831.33' I 11 831.50 RIM T.0% '$ 83 .SD TC MAX u •'. / FURNISH AND INSTALL SOR-35 PVC STORM DRAIN PIPE FOR 4"-15" � 11 DIAMETERS AND PS -46 OR ROP FOR 18" AND LARGER DIAMETERS. ,3 50✓�a0. F oOo o 829.401NV 832.90 C s '832.50 TC 83 32 30 RIM O 1 832.09111M { '83..00 23.801NV 5 SIZE AND LENGTH AS SHOWN ON PLANS. . n o ro 830!00 INV 6 ? 11 18" I_ 83/95 P_ l, `;'.'1 /. \'.: i°14QA"Q,o \.n- L , .r) I r 1 nounln loo°ov w' 21% 4 LF, 83230Pj °Q°- o p019 / 8 I- ASSOCIATES• g. o 833.00 C r5� = 83130 RIM : 1 °�°Q-,o° 10 832.60C 10 832.80C MS 833.000 833.000 __820 \ 11 6" \ 832.30 / 5 827.301N 1454 LF 11 ° ° V ° Q o�° MS B " 11 831.8 P 851 LF 7C G 833.00 C 20 361 LF 831.75P g832.30P DD \ 10 832.50 RIM tri I GRADING LEGEND 823.1 INV 4 i /// 838 - O' a. C600 / / 833.00 FF \ 8 0 y DRAIN. 0.5X MIN. SLOPE OR 832.10 RIM PROPOSED SWALE GRADE TO 833.00 C 831.00 INY 6.25 TC 836.11 P '� 832.55 FG mm 832.80C MS / 832.550 FP 8 5.76 FL ° Lo GB GRADE BREAK z 832.50 ` o 833.00 C • MAX,55.32 TC 632.00 838 54.82P PROPOSED ELEVATION 832.30 T > 832.10 TC 11 831.SOP / w 54.07 RIM PROPOSED STORM DRAIN ELEVATION 831.60 FL 832.207 (. 832 g3a 53.021NV 831.70 P ,�' 832.15 TC 832.30 FG BJ2.30FG SEE ENLARGED DETAIL O6W 833.00C ' 831.SC 834 1 s EXISTING ELEVATION VIBCA -50=0.0038 PROPOSED STORM DRAIN PIPE SLOPE RE ce ,0 HEALTHCARE 831.90P N q oo I '5=0.0038 PROPOSED SURFACE SLOPE (FEET/FOOT) ACUTE REHAB I U j N1Eg �4t t m 831.2 0 1.7X PROPOSED SURFACE SLOPE (PERCENT) HOSPITAL 832.95 C 832.85 ° 833 00 C 832.30 FG 832.30 FG g 831.75 FG �',' I - - - - - - 11 833.000 - 629.60 TC 830: OTC 640 832 SA DETAIL NUMBER RIO BRAVO 829.10P 829:9OP PAGE NUMBER 4° 6 °i % 830.24 TC vi 631 50 RIM 11 832.65 8 0 00 RIM 11 31.50 RIM 11 0.70 RIM 829 90 TC 1 µ 6 6 6 1 t 4 829.74 FL ti I 831.35 TC 830.50INV 832,1 C 830.00INV 29.00INV 821.70IN 829.40 P/C 82 .85 TC lum.g 830.85C / SD=0.0077 - SD=0.0122 SD=0.0523-- e N STORM SEWER CATCH BASIN. 831,25 TC ¢�.. -... 2: , 83 g _ O 829.30 P 828.35 P 92 y OSHPD # H180283-15-00 830.75 P ,;y -832.80 C a x "', $31.70 TG 830.60TC 8298 " 3R m •' ;. - 83080C ;.:: ' B308pP L- � ' '. a 2 .� . -,.'� .. ,-... �: .- .:'.: 83235:.. 2' .°,. 85TC-� Yz'- 832:30C �'•� �.'.�°i � ';.:-:.831.20C '':,,, ". .5. 830aOC �%-829.3 �- '�az9so -(.•� mnn 2.�% :3:.' ® ®o Fla '�24 BT35C 17127 JT7 ..:829.20P C�. .60 TC 0 �� TC 8293!) C 828 8QgOFESSo '° .10 P 8 05 P/C o828.35 P C 82861 TC 5830.35 TC w 82960 TC 280TC ./628.80 TC D.829.85 P 829.10 P/C828.20P/C 828.15 C 828.30 P'N30.80 ®-� _�_ Bt _�_ -a-FML a �; ® �_ 1 z�c ' 8z8 y W Na. 7J 830.30 831.00 TC GRADE BREAK 832.50C ! 632.20P 632,40 TC GRADE BREAK 830.30 TC 830.10 TC oN / \F, j7T8 830.55 32.30 TC 32.85 TC 830.80 P n �T 1 - I 8 0.40 TC 830.50 P 832.00 P 631.90 P 829.80 P 829 60 P o 827.24 TC •I) Il 83005 931.80P 832.35P g t I 'Pl9 Civi\ 2�� 8 9.90 FL A - )i26.74 P 826 TC 830.30 TC 9� M 831.80 TC ^' 826.65 OF C pL\F0� 830 45 C rv'S j 831.90 TC o I 27.06 TIC , °� 829 95 629.80 FL 831.30 P v, ( 826.90 P 83 .20 7C 830.00 TC 830.60 TC 831.60 7C 831.40 P/C 829.80 TC 830 70 v 82 .70 P 831.60 TC 830.45 TC 62920 7C - 827.70 iC 826.56 C 830,20 - 829.50P GRADE BREAK 830.10P 831.10P 829.30P 828.70P 827.207 826. 831.tOP GRADE BREAK 830.15P 827.10:70ffl 82 h NO DESCRIPTION DATE 830.75 FG I 829.95 TO / ® e 826. $27.05 TC 6ZR j1O ` ` e2s.asP 83 s �� o �' S VoluntaryChgs 4/3/2018 a azs so rc c a2s so Fc Q 6 OSHPD BC 1/11/2019 o ^g50s 829 P rL / ro ro 831 00 C _ ® N� ® ® 82910 P/ 70 C _ 826 55 I I 9 ® m ! /�BZq 21 IV 1- , ;...24.65 C m 82 1829,20P C :80P C ' -:838. 8 OP C : -'GRA° EAR '.-.829:8 8 OP C 9 C 2 1 829.45 TO • m a GGGRRR BR Aif. e 0 o `� m 831.30 TC 831.40 iC ® e ® ® s o o j ` \ 82895 P 8529.8 TC 829 0 TC / 83 .20 TC 83015 TC 830.80 C 831.5 TC 829 50 TC ) 822.52 FL \ ` 829 65 P C 830.90 C 830 25 TC 830.2 TC rp /JIf 82910 P/C 82 .70 P C 830.75 P 829 75 P ' 829. P C f 829 00 P C 828.80-- �� I 829.3 P C / - 829 70 TC 829 65 TO f 82830 P 8 2.68C f I ", 829 20 P / ,,,,' 828.80 TC u✓ 1 r 7 622 a N 829.15 TC 829.00 TC 829.60 TC 830.65 TC 830.Bb TC 830_95 TC 830.75 TC - 829.55 TC 828.30 P 1 ce82,.65 P 828.50 P •/ 829.10 P 830.15 P 83.30 P/C `g3,Qf�5 P� 830.25 P 829.05 P / ° 822.60 V p n .'' r/ III 827.20 TC �w`V r / 8728 50 TC z8 M gy0 : '°�'� n j 11 18" 1826.70 P PROPERTY UNE 829,.00 P' i / � I 5 _.-� 828.25Inc \ 828.20 TC 828.25 TC 828.90 TC 828.95 TC 21.40 V 827.75 827.70 P 827.75 P 828.40 P 828.45 P 829:85 TO 830.05 TC 8'0 827.10 TC 1 0 629 35 P .55 P 828.55 TC 828.45 TC 2 . FEET 82ftj/:8Z2U 82 O5 P 827 95 P ,7O IIN11 12 20.15 82810 C 2950TC11 828 OS TC 827 90 TC 3 S820.26 P ) 0 10 20 40 827�3 RIMII826.1 RIM 'e0' 827.5 TC 82 00 RIM 827 60 TC 82 30 TC ; 828 40 TC L_L829 30 TC9 00 FL _ 827 55 FL 827 40 FL 820.1 WV NE 826A fff 824 ow .-_�...._.. a..m .-.,_=- -. _.___e .�• i. A mw - &"e '• is I \ i s2o az2°No--J°20k"'° 0°°9 °"Pe �d� \ \ \\\�"� CIVIL ENGINEERS I LAND SURVEYORS GRADING PLAN �I1 _ -818 / a^ \� \ I GOP INLET P. 559-320-03441 F. 559-320-03451 NNJYV.GATEWAYENG.COM SO MANHOLE CONTRACTOR TO STEP WALL AND FOOTING O --820 q� 819.63 1.15 TC\ \ 1 827.60 RIM 405 PARK CREEK DRIVE, CLOVIS, CA 93811-0435 821.84 24"INV EVEN INTERVALS BETWEEN GRADES SHOWN -878 /O 19.1 Al'�' - - - - - - - - - - - - - STEP WALL AND FOOTING O ,ea 820.65FL \� 819.00 15"INV W _ - _ r EVEN INTERVALS DOWN SLOPE / xP° ""G %"` 1s, �o� o --__.__ IOSHPDSTAMP: H180283-15-00 " s0 ac x s °e� - 810.00 36"INV SW r q 6A5 ../------.�°-/e`ory/� g P :P°, o- 11 571 LF e,�o°�� / 8A4 810- r= roJw �✓ P o"`8 0"0 �812.BO INV I I 1 808 x B - - - - s e o" SEE 7Q. DETAIL�806 ya -a e� et- " 0 OPG C600 . / / •� f / DR`vE ¢"' aPc "" o"G o"o" oi,PG ¢ 00o- I - I G - " P "°fo 6 A� / / �•bg �// ' K�RKCP`� OPGo'er $,0 "O I �- 1 / ( DATE: JULY 12, 2019 1 1 100% CONSTRUCTION DOCUMENTS I C300I ----------- - - - - - L ©DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. \ i s2o az2°No--J°20k"'° 0°°9 °"Pe �d� \ \ \\\�"� CIVIL ENGINEERS I LAND SURVEYORS GRADING PLAN �I1 _ -818 / a^ \� \ I GOP INLET P. 559-320-03441 F. 559-320-03451 NNJYV.GATEWAYENG.COM SO MANHOLE CONTRACTOR TO STEP WALL AND FOOTING O --820 q� 819.63 1.15 TC\ \ 1 827.60 RIM 405 PARK CREEK DRIVE, CLOVIS, CA 93811-0435 821.84 24"INV EVEN INTERVALS BETWEEN GRADES SHOWN -878 /O 19.1 Al'�' - - - - - - - - - - - - - STEP WALL AND FOOTING O ,ea 820.65FL \� 819.00 15"INV W _ - _ r EVEN INTERVALS DOWN SLOPE / xP° ""G %"` 1s, �o� o --__.__ IOSHPDSTAMP: H180283-15-00 " s0 ac x s °e� - 810.00 36"INV SW r q 6A5 ../------.�°-/e`ory/� g P :P°, o- 11 571 LF e,�o°�� / 8A4 810- r= roJw �✓ P o"`8 0"0 �812.BO INV I I 1 808 x B - - - - s e o" SEE 7Q. DETAIL�806 ya -a e� et- " 0 OPG C600 . / / •� f / DR`vE ¢"' aPc "" o"G o"o" oi,PG ¢ 00o- I - I G - " P "°fo 6 A� / / �•bg �// ' K�RKCP`� OPGo'er $,0 "O I �- 1 / ( DATE: JULY 12, 2019 1 1 100% CONSTRUCTION DOCUMENTS I C300I ----------- - - - - - L ©DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. �m I moo---- -"--- -_- - i v �O p ,O O STA 10+3451 (16.417) �J MATCH 818.40 TC / r 818.942 FL 70+00 '. MATCH EXI10+53.79STING STA 1D+6z.oz (o.o') , G'B. f STA=14+25.15 GB� _ r" OFFSET= 41.14' v 'ezo.ls ' , f r � p � j l 820.26 STA 11+15.43 (14.017) / RETURN 11+9570 (14.0'LT) Z r � a RETURN - -� 630.65 TC j 830.36 FL r 187'5 49 - STA 11+95.10 (0.0) STA 12+59.58 (0.0') STA -13+8Z52 STA 10+59.75 (27.1'RT) �, 829.88 STA=12+81 00 EEC OFFSET= -24.45' 00 MATCH -> 1 ' .=''��� OFFSET= 14 .11 / 821.14 TC ' .' o a 820.643 FL jr / Q' �=777777777 STA 14+16.60 (O.V)STA ` +15.43 j 'STA 14+58.60 (0.O'RT) 72+00 STA -13+6219 / I 848.20 A i - OFFSET= -14.00' L 2.145. R=500.000 f 13+00 1a+0002"w 23 .78' ' - =0.09 j STA=13+62.27 i l ,� ! r �' OFFSET -14.00' - �� ' STA 10+97.43 0.0' �. i BC ( ) r 822.03 -- ��STA=13+8262 OFFSET -24.45' r � ' STA 11+65.00 (0.0)// I t SEN1�01+78.35 (14.0'RT) EVC STA 12+59.56 (14.0'R» 821 20 TC 826.66 ] EC 1L ' M__1 ��, r J_ •� r� @M- f r, _gM_ _gM_ -aM- -BM- -eM- -gM_ _- - 1 -gM �.N +16.48 OFFSET ---�-- � ,,f OFFSET -42.00' F I t 000-' z r o PRIVATE ROAD DESIGN (1) 0+00 11+00 12+00 13+00 14+00 8A , 1 N �--STA=14+48.31 / SCALE IN FEET OFFSET= -27.63' 0 10 20 40 14+93 /J 1 j I I I !I 1 1 1 I � I I i z 15+0q, �,y-3oa G i �y Recon�J ��• 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787 5100 G. L.8 RU NO :OP� Wm HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 GATEWAY ISSUANCE HIS ORY HIS SHEET HGA NO: 2940-016-00 CIVIL ENGINEERS I LAND SURVEYORS PRIVATE TG ROAD A D P. 559-320-03441 E 559-320-03451 WWW.GATEWAYENG.COM Y R 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 r--------------, PROFILE PLAN OSHPD STAMP: H180283-15-00 I I I I I DATE: JULY 12, 2019 I 100% CONSTRUCTION DOCUMENTS I I I C301 SCALE 868 868 HORIZ: 1"=20' 866 866 864 _ 864 862 862 860 860 858 858 856 856 854 - - - 854 -- - STA 14+71.90 $rj2�m „§ ELEV=650.17' 652 850 PM ELEV. 843.45 < 850 50.00' VC - �", _ 848 mN Mo _-� s=G G 646 5.2.13% 846 + m + ro m _ STA 14+58.60 ELEV=848.20' 846 5=4.62% 844 1 844 842 j STING GROUND AT ROAD CENTERUNE -- 842 840 Pvr 50.00' VC 840 838 838 PROPOSED GROUND AT ROAD CENTERUNE 836 - - 836 834 g9%e 834 / 5'9 832 832 830 830 / 828 ! 828 826 ( 828 824 o 8w m824 N �� I 822 ( 822 820 _ S=1.36% 820 - 818 I 818 816 - 816 814 I II 814 812 812 810 - 810 �,y-3oa G i �y Recon�J ��• 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787 5100 G. L.8 RU NO :OP� Wm HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 GATEWAY ISSUANCE HIS ORY HIS SHEET HGA NO: 2940-016-00 CIVIL ENGINEERS I LAND SURVEYORS PRIVATE TG ROAD A D P. 559-320-03441 E 559-320-03451 WWW.GATEWAYENG.COM Y R 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 r--------------, PROFILE PLAN OSHPD STAMP: H180283-15-00 I I I I I DATE: JULY 12, 2019 I 100% CONSTRUCTION DOCUMENTS I I I C301 L- - - - - - - - - - - - - - - L (COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 66 X --`- _\\ \\ EXISTING STORM DRAIN M IIHOLE 36"INV = 809.30 A EXISTING RETENTION POND- ...._ - SIA- 1+74.01-f0.0'TJ CONSTRUCT TYPE A" STORM DRAIN HIGHWATER ELEVATION -308.00 -- _ _ INLET ` r -- -' / RIM=826.301 ----^� - 18" INV=820.30 (N) - 18" INV=815.40 (E) M yy 840 -2+50 -2+00 I � � CONSTRUCT 18" INV=813.20 (W) 18° INV=813.20 (SE) \� S8 RAIN MANHOLE$ re STA. 114aaaafo.O'1 EXISTING TYPE GOP 50 INLET ( i TIE INTO EXISTING STORM DRAIN (- INLET. GROUT ALL AROUND CONNECTION. 66, RIM=82160 f ssa 18" INV=872.80 (NW) `I t I5@a4 SII f' STA -56.08 EXISTING ST " 36"INV = 8i -1+00 \o / STORM DRAIN __`INSTALL 133 ALF 18" RCPT -- 0,I .. 5=-102%.. .---830- 8, 0+00 T T � T STORM DRAIN UNE SD -A t= / INSTALL 44.21F 1B" RCP_ ,,, . r -18 INV 82170 (S) 18 INV 82170O N 830- _ aZ LL 87.81F 18" RCP- S=-1.56% -S=1.56%--- _.4+w.azm.al CONSTRUCT U21 CATCH BASIN RIM -828.70 18" INV=823.70 (S) STA 4+01.1,11`1109 CONSTRUCT STORM DRAIN MANHOLE .. RIM=832.57 / 83618° INV -823.10 (N) ISTALL 52.7LF 18" RCP =0.70% f aro o� SD LINE A PROFILE 1+00 2+00 3+00 4+00 1 T - - -- - STA. 5+4801 (0.09 CONSTRUCT TYPE "OCP" m CONCRETE PIPE INLET 4 RIM -831.00 RGe 12 INV=826.50 (SE) a _ �--- SIA.5+5791-1`0.0'1 0M CONSTRUCT TYPE "GCP" srA 5.113arnm ---------.._ .._------- CONCRETE PIPE INLET - - STA. 5+57,9110,09 CONSTRUCT TWE °GCP" CONCRETE PI C ETE PE INLET RIM=832.50 12" INV=825.00 (NW) yy 18" INV=825.00 (SE) J CONSTRUCT STORM STA- 4+01 DRAIN MANHOLE Si r f r I I 836-` __. -y_.- _._.____. _-_____- STA- 1+74.011009 ___.._-_____ I �J -_-__- _--__ ____.__ - i---� 842- 836 844 e46 CONSTRUCT TYPE "A" STORM DRAIN 6" INV = 821.70 (S) RIM=832.57 18" INV=821.70 (S) U (009 STA. CONSTRUCT CONSTRUCT U21 CATCH BASIN 8" INV = 825.00 (NW) 831 OOPIPE INLET I RICONCRETE P _ _ -- 100 -- - - - 834 r - _________- __-_ __-_ 850 /f - - 6" INV = 823.10 (W) 18° INV=821.70 (N) 12' INV - 823.10 (E) 18" INV 823.10 (N) f l f 12" INV=826.50 (SE) --_ - � 5.76' / f l 1 f 5+00 6+00 IISGIT11 �'-% %1 �� R+M CA^ 61`9 T - - -- - 838 srA 5.113arnm ---------.._ .._------- -------.__...---------- - - STA. 5+57,9110,09 CONSTRUCT TWE °GCP" CONCRETE PI C ETE PE INLET -- - - CONSTRUCT STORM STA- 4+01 DRAIN MANHOLE Si 836 r I I __. -y_.- _._.____. _-_____- STA- 1+74.011009 ___.._-_____ I - - _ _CONSTRUCT-- -.___---.__- RIM -830.96 STORM DRAIN MANHOLE -_-__- _--__ ____.__ __ --. RIMINV=0 6" INV = 825.00 (SW) _ _. ______-_-..---.__-a ,CONSTRUCT TYPE "OCP" 836 CONSTRUCT TYPE "A" STORM DRAIN 6" INV = 821.70 (S) RIM=832.57 18" INV=821.70 (S) U (009 STA. CONSTRUCT CONSTRUCT U21 CATCH BASIN 8" INV = 825.00 (NW) 831 OOPIPE INLET I RICONCRETE - - 834 _________- __-_ __-_ _ INLET ___ - _-_--._-_ RIM=826.30 12" INV = 820.30 (W) _-_----- - 6" INV = 823.10 (W) 18° INV=821.70 (N) 12' INV - 823.10 (E) 18" INV 823.10 (N) RIM=828.70 18° INV=823.70 (5) 12" INV=825.00 (N11� - 18" INV=825.00 (SE) 12" INV=826.50 (SE) --_ - -- -- 834 ------ -- - - - - - - - -------.______.____---�-___.____-__ 18° INV=815.30 (N) __-_-_. 832 18" INV=815.40 (E)----_. _----___ PROPOSED GROUND AT 832 PROFILE CENTER NE 830 - __- srA 94oD.oD.mm EXISTING TWE GCP SD INLET TIE INTO EXISTING STORM DRAIN - INLET. GROUT ALL AROUND -; -- --- _. __-_STA. 0457.43.(0.09 - CONSTRUCT STORM DRAIN MANHOLE RIM=826.0 __ 18 INV=813.20 (W') -- -i-- -- -- - -- - -- - ----- ---- - --- --- -- STA E4 5+88.07 - = _ - i 830 ------+------- - _.. �_. -E) STING -GROUND -AT 1 i ----� --- -_-_--- _- �- j CONNECTION RIM=821 60 18" INV=B13.20 (SE) P OFILE CENTERUNE g57LF f RC " 1y . 828 826 826 -_-_-_ -�--------- --- - �- - 18° INV=812.80 (NW) 36'9NV=810.00 (EXISTING) -_-_-_ _ __.. -.- _-- _ -?---- --____-- --- -.. -- i'/-----vROP 6 WAT.. PROP 8"SS _105-71- STA 2+94.73- - - - ----- ----------- 44.2LF_ __-INSTALL 105.71. RCP INSTALL STA 2+55.44 !STALL 18" RCP 5=1.19% 826 I STA _ = . I. -_i _Qffj - . _ _.. --_ - EXISTING STO55-08 RM --36°INV -__ �. �__----_. ELEV=824.87 RCP _124% _- - - - _ _ .�- IN MANHOLE 18 RCP 824 - 809.307. . INSTALL 133.41.4 INSTALLS' - 1.56% - - 824 822 __-- - --- - --- f--- ----- --- -- - + - _..__. ---_ - I- 5=-1.02% __ - -- - - ----- I-- - --- _ _ +- 822 ---- - _. --- - -- ---- - - - 1- -- - - f 820 818 - - j---._------------ 818 36 INV = 807.00 l,1.__- 18" RCP 816 -. -_ +---- --/-_. _..----------- -_-_ _...__}4_- I ------ INSTALL 52.7 LF : 18" RCP --- --._. 12.61.4 INSTALL 1 - S=1.89% � -- .---- ---- ------- -------_- _._. _---.--_ --------- .. ----_._ .._-.... - ------__. --___-- -- ----- �'i 816 I/ 814 --- -- -- - ---- - - - S=o.70% - .-- -- - +-------- - -__._ .. ----- -- --- - - - - - - - - -- -- -- 814 --- - - --- --- - -- - - A812 812 810 � 810 808 --_.L---------------5=1,7,2% J-I_ L.__- -I�----------------- _ HW EL -808.0 808 _ _ _ - _____- I 1I 806 ____-__ --_--_ __-____- - _____- ____--__ _-__ _ I - _-_- _ _ _ -.___ 806 _ 804 - �- 804 30 C��y Recor'�s No. 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 1 I G. L 8 R U N0 VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 GATEWAY isauaNca waTaav 2940 NO: 2940-016-00 HGA CIVIL ENGINEERS 1 LAND SURVEYORS STORM DRAIN P. 559-320-03441 F. 559320-03451 WWW.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 936114435 -------------- PROFILE PLAN OSHPD STAMP: H180283-15-00 I I I Office of Statewide Health I - I Planning and Development I _...__....---- .. ....-- - A AC D Antec9re) Dae A AC D I DATE: JULY 12, 2019 i ShucWrd___a- .____Dale t"N'6­--Date A AC D 1100%CONSTRUCTION DOCUMENTS I FJectllcalii I F°ue Marsha(-� �Dafe A AC D I i L - - - - - - - - - - - - - - L COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. I I I I I I � 50 MANH°1£ 827.0) 24 -INV I I 1i I 400' FIRE HYDRANT RADIUS -� U / U NO I I I I I I I I I I 3 ( [R. 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 i SEWER NOTES I ( 1. THE SEWER FACILITIES TO BE DEDICATED TO THE E.N.C.S.D. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE E.N.C.S.D. STRUCTURAL ENGINEER 2 THE E.N.C.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TELEPHONE (661 871-2011 ) HGA ARCHITECTS &ENGINEERS INSTALL �� I I I 3. THE CONSTRUCTION PLANS MUST BE APPROVED BY THE E.N.C.S.D. PRIOR TO THE START OF ANY SEWER 1200 R STREET, SUITE 100 1- 10" TEE ' I CONSTRUCTION. TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED TO E.N.C.S.D. AND ONE (1) SET SACRAMENTO, CA 95811 1- 10" GATE VALVE I OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY (CLOSED) PLUG FOR FUTURE'6QNNECTION I A CALIFORNIA REGISTERED CIVIL ENGINEER. 916.787.5100 WITH BUND FLANGE \ CONNECT TO EXISTING ( 4. PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE 1 - 8" GATE VALVE \ 1-e"z10"REDUCER 14" WATER UNE PROPERLY EXECUTED AND RECORDED. THREE (3) COPIES EACH OF THE RECORDED DOCUMENTS SHALL BE MECHANICAL ENGINEER \ a I - INSTALL i I FURNISHED TO E.N.C.S.D. 21.54' 71 0- EDUCER \ 5. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND PATTON AIR CONDITIONING DC 1 -10 -GATE -VALVE - _ - _ - _ _ _ I CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATOR IS COMPLETED. THE RING SECTION - � 272 N. PALM AVE. F W o W10 W10 N- - W14- SCLEAN PRIOR TO ACCEPTANCE. FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY FRESNO, CA 93701 X_ 6. WORK IN THE STATE OF CALIFORNIA OR THE COUNTY OF KERN RIGHT-OF-WAY SHALL BE DONE IN 559.486.5222 „� --- ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. +... wa- - -wa- -wa PLUMBING ENGINEER 7. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. CLEANING BALL SB-- SHALL BE RAN AFTER MANHOLES ARE ADJUSTED TO FINISH GRADE FRESNO PLUMBING & HEATING m EXISTING WHARF HEAD 8. EXISTING SEWER LOCATION AND FLOW LINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE INC. 840.70 8' INV N HYDRANT LL BE CT SH THE DISTRICT IANOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. ISM START OF CONSTRUCTION \ 2585 N. LARKIN AVE. 840.80 8 NV s ro PROTECT EXISTING 9. ONE COMPLETE SET OF DRAWINGS (REPRODUCIBLE 3 -MIL. DOUBLE MATTE FILM) SHALL BE FURNISHED TO FRESNO, CA 93727 DRAIN IN IMpLACE. THE DISTRICT ON COMPLETION OF CONSTRUCTION. 559.294.0200 N I REMOVE AND RE CE EXISTING PAVEMEN 10. COMPACTION TESTING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE IN ACCORDANCE WITH THE 3 NECESSARY FOR DISTRICT STANDARDS FOR EARTHWORK. WRITTEN TEST RESULTS (3 COPIES) SHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER o Vi i I INSTALLATION. \ DISTRICTS REPRESENTATIVE. p 11. ALL PIPE TRENCH AND BACKFILL PER E.N.C.S.D. STANDARD PLAN S-2. HOWE ELECTRIC z CONSTRUCTION, INC. y ' 4682 E. OLIVE AVE. W I NOTES FRESNO,59.255.8992 ° I ®FURNISH AND INSTALL SANITARY SENIOR CLEANOUT PER DETAIL CO INTERIOR ARCHITECT INSTALL 10000 CAL CONCRETE SEPTIC TANK VATH 24" MANHOLE AND RISERS AS REQUIRED. O 20' E.N.C.S.D UTILITY EASEMENT SEPTIC SYSTEM TO BE JENSEN PRECAST OR EQUAL HGA ARCHITECTS &ENGINEERS m W DC INSTALL B" DETECTOR CHECK BACKFLOW DEVICE AND PIV PER DETAIL C801 1200 R STREET, SUITE 100 FURNISH AND INSTALL PVC C900 CLASS 150 FIRE MAIN WITH SACRAMENTO, CA 95811 36" MINIMUM DOVER TO SIZE SHOWN ON PLAN. 916.787.5100 ® FURNISH AND INSTALL REMOTE FIRE DEPARTMENT FD EX.B" WATER MAIN CONNECTION TO APPROXIMATE LOCATION SHOWN PER DETAIL C601 a O FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY SM. PLATE W-3. r m EX.15" STORM DRIN io KV FURNISH AND INS -FALL 8" KNIFE GATE VALVE IN TRAFFIC RATED UTUTY VAULT. / IR I NAALLL 2" IRRIGATION SERVICE AND CITY/E.N.C.S.D. APPROVED REDUCED PRESSURE BACKFLOW IS IIR,RRII TIG NT� VICE POINT OF CONNECTION. REFER To SITE LANDSCAPE DRAWINGS FOR ' ! 3451 LL F6 rn IR FIRE SERVICE POINT OF CONNECTION. SEE BUILDING FIRE RISER ROOM PLANS FOR / O CONTINUATION. G. L 8 R U N 0 05 W3 f IS LIQ �g� 54 S/ SIZE AI DICATED I LL SDR -35 SEWER INCHESS WITH WHERE RE IN �OUTAPPROXIMAIE LENGTH INDICATED ON PUNS. vre wa w9 ® SANITY SEWER SERVICE POINT OF CONNECTION. SEE BUILDING MP PLAN FOR CONTINUATION. SM CONSTRUCT SANITY SEWER MANHOLE PER E.N.C.S.D. SHEET NO. S-7 TO FINISH GRADE ® I SEE INVERT ELEVATION ON PLANS. TIE INTO MSTING DEPTH OF SEWER MAINITPRIOR TO CARY SEWER FIELD VERIFY EXISTING LOCATION AND U)I OD INSTALL APPRO MATE LENGTH NDICATEDPIPE ON PLANS, MAIN IN ENCSD EASEMENT WHERE SHOWN. N INLET 825.25 8" INV 11INSTALL SCH. 40 PVC WATER LINE TO SIZE AND APPROXIMATE LENGTH SHOWN ON PLANS. ® K W/ SIZE INDICATED IN INCHES WITH j IN CALLQUT. )SED" KV � f ® INSTALL 3" WATER SERVICE AND CITYA.N.C.S.D. APPROVED REDUCED PRESSURE BACKFLOW DEVICE 0 N ry 822.30 8"I14V S 822.40 8INV N SM OWS WATER RARVICE POINT OF CONNECTION. RISER INSIDE BUILDING. SEE BUILDING MP PLANS FOR 0 r ' if 822.57 8 -INV (V) O FURNISH O, FLAT BOTTOM AND BE-ROSION MODEL IDOME TOP W/ a FLEXIBLE OUTLET CONNECTION AND ALL LATERAL RESTRAINT T VIBRA CONNECTIONS AND APPURTENANCES OR APPROVED EQUAL HEALTHCARE CITY OF BAKERSFIELD WATER RESOURCE FIRE WATER NOTES ACUTE REHAB 1. FIRE WATER SERVICES SHALL CONFORM TO THE LATEST N.F.P.A. CHAPTER 13 SPECIFICATIONS AND SHALL BE - HOSPITAL INSPECTED AND PRESSURE TESTED BY CITY OF BAKERSFIELD WATER RESOURCE DEPARTMENT INCLUDING ALL PIPING, THRUST BLOCKS, AND CONNECTIONS FROM THE CITY WATER MAIN TO THE BUILDING, INCLUDING THE RISER. RIO BRAVO 2. AN INSPECTION REQUEST FORM SHALL BE SUBMITTED TO THE WATER RESOURCES OFFICE AT LEAST TWO (2) FULL BUSINESS DAYS BEFORE ANY PERMANENT CONSTRUCTION. REQUEST FORMS AVAILABLE ON THE WATER RESOURCES WEB PAGE. p ..µµ qp 3. ALL ANGLE POINTS SHALL HAVE CONCRETE THRUST BLOCKS AS PER WATER RESOURCES STANDARDS. OOH PD N H180283- 180283-15-00 4. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE ADDRESS SIDE OF THE STRUCTURE AND SHALL BE A MAXIMUM DISTANCE OF 10 FEET FROM FLOWUNE OF CURB & GUTTER AND A MAXIMUM DISTANCE OF 100 FEET FROM A PUBLIC FIRE HYDRANT. FIRE HYDRANT SHALL HAVE A MINIMUM CLEARANCE OF 40' FROM ANY STRUCTURE. ? OFESS/ ' 5. FIRE SERVICES SHALL NOT PASS THROUGH ANY FOOTINGS. 6. ANY FLOOR OR WALL PENETRATIONS SHALL BE SLEEVED WITH A ONE PIECE PIPE TO PROVIDE A MINIMUM 14"�F1zW D. D40c ANNULAR CLEARANCE OF 2" AND FLEXIBLE MATERIAL SHALL BE PROVIDED WITHIN THE ANNULAR SPACE. \ 2 7. RISERS CONSTRUCTED WITHIN A BUILDING FOOTPRINT SHALL BE A STAINLESS STEEL ONE PIECE UNIT AND '� N 3 \ SHALL MAINTAIN A ONE FOOT MINIMUM CLEARANCE (18" MAX.) FROM ALL WALLS. RISERS SHALL TERMINATE l 12" MINIMUM ABOVE FINISH FLOOR. 9x.aon -' •-- -. - .. .. ,. - .. .. .,.-. $O i O 8 DTOP SA 200 PSI,2 HR. TESTOF FIRE EPARTMENT BBCONTRACTOR AND DOCUMENTED BY THE WATER RESOURCES TF 7 CALVFD� vfq �r ex9.a°a BJ0.661Y' Ix - - - - SPECIAL NOTE(S) A SrMANHOL9 NO DESCRIPTION DATE 921.94 24'I1v / \ \ 1I... lswv w 5 Voluntary Chgs 4/3/2018 NQ e1°.5° 1. AS A FIRST PRIORITY OF WORK AND PRIOR TO ANY COMBUSTABLE MATERIALS BEING BROUGHT ON-SITE, THE CONTRACTOR SHALL COMPLETE THE FOLLOWING ITEMS: 6 OSHPD BC 1/11/2019 - - // 814.98 a"INV M 1.1. ROSH GRADE SITE ACCORDING TO THESE PLANS AND THE GEOTECHNICAL REPORT "'I' sw 814.88 10 -INV (E) EXISTING 1.2. CONSTRUCT TEMPORARY FIRE ACCESS ROAD UP THE PRIVATE DRIVE AND AROUND THE FUTURE BUILDING 7 FIRE DEPT. 8/1/19 1 I� I U"8dB NV E>�61G•-- WITHIN THE DRIVE ISLES. THE FIRE ACCESS ROAD SHALL BE CONSTRUCTED PER THE ADDENDUM TO THE 1 It 1 GEOTECHNICAL ENGINEERING INVESTIGATION ISSUED BY KRAZAN & ASSOCIATES, DATED AUGUST 1, 2019. 815.34 B -INV N 1 /__;'( 1.3. CONSTRUCT ON-SITE FIRE HYDRANTS. ONCE THE FIRE HYDRANTS ARE CONSTRUCTED, A FLOW TEST 815.24 8 INV E y J SHALL BE CONDUCTED BY THE FIRE SUB -CONTRACTOR. CONTACT JOSEPH DAGGETT WITH GATEWAY ENGINEERING IF THERE ARE ANY QUESTIONS REGARDING THE ABOVE \ / LISTED ITEMS. VC 92250 RIM 36 50,NV ISSUANCEHISTORY-THIS SHEEr GATEWAY HGA NO: 2940-016-00 - CIVIL ENGINEERS 1 LAND SURVEYORS UTILITY / P. 559-320-03441 F. 559-320-03451 WNNV.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 936114435 PLAN °°"RE CITY SIGNATURE .l9' -------------- / a°7MM OSHPD STAMP: H180283-15-00 1 Office of Statewide Health 1 APPROVED BY. CITY OF BAKERSFIELD WAFER RESOURCES DEPARTMENT DATE. I Planning and Planning I A AC D I CITY ACKNOWLEDGEMENT OF WATER PLANS FOR CO1VS7RUC7lO1V AND APPROVAL OF PLANSArchttec�0l2T -Data SCALE IN FEET BY SIGNATURE DOES NOT ABROGATE CITY WRITTEN SPECIFICATIONS BY OMISSION OR I A AC D I DATE: JULY 12, 2019 $p/ i MISINTERPRETATION. AUTHORIZED CITY INSPECTORS OR AGENTS MAY REQUIRE CHANGES IN S • / PLANS BEFORE CERTIFICATION AND ACCEPTANCE IN ORDER TO COMPLY WITH STANDARD 1 war Date 1 SPECIFICAnGNS. 0 1 60 A AC D I 100% CONSTRUCTION DOCUMENTS s 30 I 6CIIt A AC D 2- 1 Electn� _ Date A AC D I 'I -� I 0400 fjeco��s0%A , 1 -- - -- - - -- ©JPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. \8° \ STA 0+38.26 SS -1 36" STORM DRAIN LINE CROSSING'',/ x,815.09 8'SS INV m X809. 63 36"SD IN Z i _ �+ tee• � / FURNISH AND INSTALL 65 *LF f OF 8" V.C.P. / FF I 1 BM l �LeM- -�M- - 1 - am - STA 6 EXISTING 15' STORM DRAIN STA=0+126 ! r' ----- e«0+30 \I % EXISTING 8° WATER LINE I; r STA=0+00.00 SS -1 CONNECT TO EXISTING 48" SEWER MANHOLE / -� 822.00 RIM m 814.98 81NV (NW) 814.88 10 -INV (E) EXISTING 814.98 10 -INV (N) EXISTING It m 0+00 1+00 -R - -am- - -RM- - i STA 1+96.20 SS -1 CONSTRUCT 48" SEWER MANHOLE PER E.N.C.S.D. SHEET NO. S-7 f/ 823.62 RIM 816.70 8'INV (N) 816.60 8"INV (S) r I jl) STA 0+64.77 SS -1 CONRUCT 48' SEWER V•T _ _856 / NHOLE PER E.STN.C.S.D. SHEET N0. MAS -7 y - �. W SCALE 820.25 RIM .- ` .% \ ( (�( I 815.348"INV (N) 815.22 8 -INV (E)y 854 HORIZ: 1"=20' ° ° VARIABLE WIDTH ACCESS�ry h /I $ STA 3+25.37 SS -1 m 11 ( ( STA 1+37.74 SS -1 f 1 FURNISH AND INSTALL 60 tLF a" R' � °. .' +vI FOR FUTURE CONNECTION WATER LINE CROSSING 835.82 FG 1 , ` 36" STORM DRAIN UNE CROSSING �' OF 8" V.C.P. Q5 .� /' i"'+�. %�~�~ 816.04 8"SS INV 814.99 18'SO TOPF/7 -4+00- FURNISH AND INSTALL 263 *LF OF 8" V.C.P. 1 5+00 -.,.; aay-,ss ss�-ss ss 852 NO'09'02"W 2 Z.78' 847.86' RIM PROP TY UNE 850 1+00 - t 2+00 �; �� o ry 3+00 \ SS FURNISH D INSTALL 131} LF • A STA 5+19.22 SS-I_/FURNISH CONSTRUCT 48" SEWER MANHOLE SS ± AND INSTALL 49 3LF - OF 8" V.C.P. Ss SS -M F •",•SS SS PER E.N.C.S.D. SHEET N0. S-7 \8° \ STA 0+38.26 SS -1 36" STORM DRAIN LINE CROSSING'',/ x,815.09 8'SS INV m X809. 63 36"SD IN Z i _ �+ tee• � / FURNISH AND INSTALL 65 *LF f OF 8" V.C.P. / FF I 1 BM l �LeM- -�M- - 1 - am - STA 6 EXISTING 15' STORM DRAIN STA=0+126 ! r' ----- e«0+30 \I % EXISTING 8° WATER LINE I; r STA=0+00.00 SS -1 CONNECT TO EXISTING 48" SEWER MANHOLE / -� 822.00 RIM m 814.98 81NV (NW) 814.88 10 -INV (E) EXISTING 814.98 10 -INV (N) EXISTING It m 0+00 1+00 -R - -am- - -RM- - i STA 1+96.20 SS -1 CONSTRUCT 48" SEWER MANHOLE PER E.N.C.S.D. SHEET NO. S-7 f/ 823.62 RIM 816.70 8'INV (N) 816.60 8"INV (S) r -am- -em STA 2+56.52 SS -1r =STA 0+00 LINE SS -2 CONSTRUCT 48" SEWER MANHOLE PER E.N.C.S.D. SHEET NO. S-7 829.24 RIM 823.30 8"INV (S) 823.40 8 -INV (N) 823.57 8"INV (W) r f V•T _ _856 3 %' SCALE 854 -am- -em STA 2+56.52 SS -1r =STA 0+00 LINE SS -2 CONSTRUCT 48" SEWER MANHOLE PER E.N.C.S.D. SHEET NO. S-7 829.24 RIM 823.30 8"INV (S) 823.40 8 -INV (N) 823.57 8"INV (W) r f RM- - -am- - -am- - -fm- -BM -am_ 1 SCALE IN FEET 0 10 1 20 40 I 1 , I FOR REFERENCE ONLY SEE ENCSD CONSTRUCTION DRAWINGS r � I r SEWER PROFILE SS -1 2+00 3+00 4+00 54 -nn A.1.nn V•T _ _856 %' SCALE 854 854 HORIZ: 1"=20' VARIABLE WIDTH ACCESS�ry h /I $ STA 5+68.56 SS -1 SNB AND CAP 10" SEWER MAIN AND UTILITY EASEMENT ' � FOR FUTURE CONNECTION 852 842.30 8 -INV (S) fi AMAANHOLE - -4+00- FURNISH AND INSTALL 263 *LF OF 8" V.C.P. 1 5+00 9S aay-,ss ss�-ss ss 852 NO'09'02"W 2 Z.78' 847.86' RIM PROP TY UNE 850 STA 5+19.22 SS-I_/FURNISH CONSTRUCT 48" SEWER MANHOLE 850 AND INSTALL 49 3LF - OF 8" V.C.P. PER E.N.C.S.D. SHEET N0. S-7 o I ../r% 847.86 RIM -- _� 848 846 840.60 8"INV (S) f 840.70 8"INV (N) �- i STA 5+48.92 SS -1 ). ---'�� 846 844 10" WATER MAIN CROSSING I I I i f RM- - -am- - -am- - -fm- -BM -am_ 1 SCALE IN FEET 0 10 1 20 40 I 1 , I FOR REFERENCE ONLY SEE ENCSD CONSTRUCTION DRAWINGS r � I r SEWER PROFILE SS -1 2+00 3+00 4+00 54 -nn A.1.nn 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 1 �1 I G. L.8RUN0 3 -4711M VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 QNO DESCRIPTION DATE 5 VOlun18 Ch 8 413/2018 6 1OSHPD BC 1/11/2019 GATEWAY ISSUNNCE HISTORY T2 HGA NO: 2940940 -016-00 CIVIL ENGINEERS I LAND SURVEYORS SEWER P. 559-320-0441 F. 559-320-03451 WWW.GATEWAYENGCOM 1■ E 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 r--------------, PROFILE PLAN IOSHPD STAMP: H180283-15-00 I I I I I I 30� I I �+a SA I I I DATE: JULY 12, 2019 1 100% CONSTRUCTION DOCUMENTS i rantI y ecor------------- L DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. _856 SCALE 854 854 HORIZ: 1"=20' 852 AMAANHOLE - CONSTRUCT 48" SEWER ERsD" sH 852 847.86' RIM PROP TY UNE 850 850 848 -- _� 848 846 �- i 846 844 - �- 844 842 AN MV 49' � P �- -- FURNISH OF Of 9 842 840 EXISTING GROUND AT S�3.35% PROFILE CENTERUNE IN 842.37-/840 838 / o 838 -J 836 _ _ 836 834 ( PROPOSED GROUND AT PRI CENTERUNE STA 3+25.35 STA 2+50.52 PROPOSED W TER SERVICES 834 CONSTRUCT 48" SEWER MAI63 PER E.N.C.S.D. SHEET 832 RIM GP 832 FUR%O O0s I g3� 830 5�6 830 STA 1+96.21 828 STA O+OODO_ CONSTRUCT 7PIA�F 48" SEWER MANHOLE S-7 828 CONSTRUCT 48' SEWER MANHOLE 8'23.62' RIM 826 PER E.N.C.S.D. SHEET S-7 ---Illi 82200' RIM 16 826 S A 0+64.77 1 INV- 57 - 824 CONSTRUCT 48' SEWER MANHOLE 824 20.25' RIM _ - 822 L 822 bo 820 -_ m N G a v � . T{�SN g _ $ I 820 818 n N> FURNISH AND INSTALL 131' s-9' z $ �_ 818 F 816 v OF 8' V.C.P. _ FIRE 1+ .74816 POSED 18" STA 0+3&26814 814 S g1 M DRAIN UNE gg• ro EXISTING 36" .6 0O DRAIN UN E r n io� 812 iSTORM 812 810 z z I 810 808 808 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 1 �1 I G. L.8RUN0 3 -4711M VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 QNO DESCRIPTION DATE 5 VOlun18 Ch 8 413/2018 6 1OSHPD BC 1/11/2019 GATEWAY ISSUNNCE HISTORY T2 HGA NO: 2940940 -016-00 CIVIL ENGINEERS I LAND SURVEYORS SEWER P. 559-320-0441 F. 559-320-03451 WWW.GATEWAYENGCOM 1■ E 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 r--------------, PROFILE PLAN IOSHPD STAMP: H180283-15-00 I I I I I I 30� I I �+a SA I I I DATE: JULY 12, 2019 1 100% CONSTRUCTION DOCUMENTS i rantI y ecor------------- L DPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. Fber Rolle Spaced Equally Along Slope O 6.0' O.C. V -O' Above Toe of Slope 6'-6' Below Grading Conform L— Grading Conform or Toe of Slope PERSPECTIVE FIBER ROLL (TYPE 1) Grading Conform or Tap of Slope Fiber Roll s Fibor F Slope SECTION FIBER ROLL TYPE 1 TOTAL DISTURBED AREA 6.62 ACRES SWPPP LEGEND SURFACE FLOW DIRECTION INSTALL SILT FENCE OR EQUIVALENT BMP PER SE -1, SE -5 OR BMP SPECIFICATION -0-o- -G}-0— INSTALL FIBER ROLL OR EQUIVALENT BMP PER SE -1, SE -5 OR BMP SPECIFICATION 1 CONCRETE WASHOUT AREA PER WM-S INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT (TC -1, TC -2, OR EQUIVALENT) SE -7 STREET SWEEPING AND VACUUMING GENERAL POLLUTION PREVENTION CONTROL NOTES 1. THE INFORMATION ON THESE DRAWINGS IS ACCURATE FOR WATER POLLUTION CONTROL PURPOSES ONLY. 2. THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A GUIDELINE FOR THE CONTRACTOR/DEVELOPER AND SUBCONTRACTORS TO INSTALL WATER POLLUTION CONTROL DEWCES AT GENERAL LOCATIONS THROUGHOUT THE SITE. THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE NARRATIVE SECTION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). 3. FIELD AND SITE CONDITIONS MAY NECESSITATE MODIFICATIONS TO THESE DRAWINGS. 4. PERMANENT EROSION CONTROL (LANDSCAPING) WILL BE INSTALLED AS AREAS ARE DETERMINED TO BE SUBSTANTIALLY COMPLETE. WATER DRAW CORD FILTER FABRIC STAKE TOE -IN REINFORCING HEM POLYPROPYLENE FILTER FABRIC STAKES y1.5" yTOyp2�' CRUSHED 1�i�9'f%R'A�'/.X/1'/1'/R�y2�L R. 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 F TTM G. L.BRUNO ,.,.A Mawk ROADWAY - STABILIZED AOCESS� FILTER FABRIC THROUGHOUT -)=r VIBRA SECTION A -A HEALTHCARE ACUTE REHAB A TEMPORARY CONS �) A HOSPITAL I\'_ RIO BRAVO CONSTRUCTION 20' MIN. DIRECTION OF TRAVEL } SITE Q o PLANVIEW NOTES: 1. STABIUZED CONSTRUCTION ENTRANCE SHALL BE 1.5' TO 3- CRUSHED ROCK. MATERIAL SHALL BE PLACED TO A MINIMUM THICKNESS OF 8'. 2. LENGTH OF ENTRANCE SHALL BE A MINIMUM LENGTH OF 50 FEEL WIDTH MUST BE A MINIMUM OF 18 FEET, OR GREATER IF NECESSARY TO COVER ALL VEHICULAR INGRESS & EGRESS. 3. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION BY OCCASIONAL TOP DRESSING 4. CONTRACTOR SHALL INSPECT CONSTRUCTION ENTRANCE MONTHLY AND AFTER EACH RAINFALL AND MAKE NECESSARY CORRECTIONS CONSTRUCTION SITE ACCESS DETAIL N.T.S. T;571 SLOPE X x2WOOD STAKE4! E 8 4' O.. C. MAX. N FIBER WATTLE N SCALE IN FEET 0 15 30 60 OSHPD # H180283-15-00 ISSUANCE HISTORY -THIS SHEET S X 2'x24' WOOD - UATEWAY HGA NO: 2940.016-00 STAKE ®4' O.C. MAX. a BER Co1JnNuoUWAT1.E CIVIL ENGINEERS I LAND SURVEYORS EROSION P. 559-320-03441 F. 559-320-03451 WWW.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 936111435 ____ _________ L ROADWAY L9`-.' �31DEWALK OSHPD STAMP: H180283-15-00 - \ PLAN `CURB & GUTTER i I TYPICAL LAYOUT STRAW WATTLE DETAIL N.T.S. I 6,1-30. C;-� y Recare�s No, I I I I DATE: JULY 12, 2019 I 1100% CONSTRUCTION DOCUMENTS I C500I QCDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. f I 6" Hu WI AS AS VAN ACCESSIBLE HANDI, (Tm) ON ACCESSIBLE ROUTE V 2.0% MAX. CRO: SLOPE R ALL DIRECTIONS 1" 18' MIN $ WIDE WHITE STRIPES AT R STRIPING ON CENTER PAINTED IN WHITE 3•12" MIN. G1%rI_/ G G PAINTBUILDING INTERNATIONAL 1�3'IN. SYMBOL OF ACCESSIBILITY STALL EMBLEM PER CALIFORNIA BUILDING CODE 9' MIN. 5' MIN 9' MIN. 9' MIN. 8' MIN. CBC1129B.4 NOTES: ALL ACCESSIBLE PARKING STALLS SHALL CONFORM TO 2016 CALIFORNIA BUILDING CODE REQUIREMENTS MAIN BUILDING ENTRANCE 833.00 C ,r JJ NPC BUILDING COLUMN. SEE ARCHTIECTURAL PLANS 832.15 C 832.60 C . e x .832.55 TC 832.85 TC 832.05 P .832.35 C +a ® 11 ¢ O� N�z 13' TO 0Oy O 83P,:4S C y$� N \ 8 .55 83 .55 C 32.8 TC N 832, OP AC 832.30 TC 832.50 C 832.20 P 832.00P . 832:45 C ' ' '2 Ox v 832.30 C &12.857C. WHERE SPECIFIED 3 ' 83O ' 2% MAX . o 0 a P. 559-320-03441 F.559-320-03451 WWW.GATEWAYENG.COM MATCH EXISTING SLOPE �`v 832.70 TC 832.20 P/C DETAILS I ,• a" ACCESSIBLE COBBLE �PAVING 12.2' PASSENGER DROP OFF FLUSH TRANSITION AC JJ SECTION J -J SCALE N.T.S 32.40 C 131.90 P L A -tINILAMULU tNIKANL;L MIT 10' 2 2' IV MIN FINIDINGSHED VARIES (0.3' MIN) �I FLO RED CONSTRUCT MIN 12" VIDE x (SEE PLAN ADJACENTETOMBUILDNG Y M FOR ELEV.) ����/\7\7 A��✓/�����V����A���/.' FOUNDATION FLOWLINE DIRECT WATER TOWARDS STORM DRAIN INLET MS MOWSTRIP AT ILD NG PERIMETER SA TYPICAL EARTH SWALE DETAIL SCALE: N.TS SCALE N.T.S 12" PROPOSED CURB AND GUTTER R y. ' PR OSED V-3Imuorcl v WIDTH VARIES MIN. 3" COMPACTED SOIL IN LANDSCAPE AREAS WHERE SPECIFIED 3 - CURB 2% MAX . o 0 a P. 559-320-03441 F.559-320-03451 WWW.GATEWAYENG.COM MATCH EXISTING SLOPE VAN 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 DETAILS I ,• a" ACCESSIBLE r FLOW 24.0' DRIVE COMPACT SUBRADE TO NOTES: 92% RELATIVE PLACE CONCRETE 1. WEAKENED PLANE JOINTS SHALL BE INSTALLED AT 15' O.C. MAX. '. o o • 3. ALL CONSTRUCTION SHALL BE 6 SACK CONCRETE UNLESS OTHERWISE SPECIFIED MN 4. ALL CONCRETE SHALL HAVE BROOM FINISH UNLESS OTHERWISE SPECIFIED ON ARCHITECTURAL DRAWINGS AROUND INLET AS CONCRETE SIDEWALK CONSTRUCTION DETAIL R LOWEST SIGN too, o o n. 3• SHOWN FINISHED STANDARD CONCRETE CURB R)¢"6' _ 24' 1S"I e I I� 12" I RX* SURFACE \ 2' FINISHED FLOOR 95% RELATIVE COMPACTION PROPOSED CURB NOTES: CA�U21 CATCH BASIN IN CURB AND GUTTER -'• p :. U21 CHRISTY BOX W1TH GRATED UD, ADD ', I , : +2" 1T PRECAST EXTENSIONS �' U21 CHRISTY BOX WITH AS REWIRED. RATED LID, ADD PRECAST EXTENSIONS WARP VALLEY GUTTER AS REQUIRED. TO MATCH INLET E - 'LANS MIA /4 VERT. BAR O 24' O.C. #4 HORZ BAR O 16" O.C., CONT. VARIES 6' MIN - W-8"MAK I4:4 .. (2)-/4 CONT. TOP & BOTTOM . a: 14 O 18" O.C. L� J - CONSTRUCT 6" THICK BLOCK WALL THE BLOCK WALL SHALL BE CONSTRUCTED OF 6" TONGUE AND GROOVE SPEED BLOCK. REFER TO ARCHITECTURAL PLANS FOR COLOR AND FINISH. 3" PERFORATED PVC DRAIN PIPE. PUNCH THROUGH WALL FACE FOR DRAINAGE O 32. O.C. PROPOSED FINISH ROUND PER PLANS SLOPE AWAY FROM WALL 1.0% MIN. 10.06% MAX- jVARIES (12' MAK) 3/4" RUSHED ROC( WITH FILTER FABRIC ALL AROUND R 'V APPROVED EQUAL 127 MINIMUM 5UBWADE, SCARFIm, MOISTURE CONDITIONED AND COMPACTED TO 95% REIAINE OOMPACTION PARKING ONLY INSTALL ACCESSIBLE PARKING SIGN(S) AS MINIMUM SHOWN ON POST PER 6250 FINE ADA STANDARDS MORTAR AROUND PIPE g• CONCRETE VAN ACCESSIBLE SIR CIRCUMFERENCE V-3Imuorcl 131 WIDTH VARIES MIN. 3" COMPACTED SOIL IN LANDSCAPE AREAS WHERE SPECIFIED - 2% MAX PROPERTY a P. 559-320-03441 F.559-320-03451 WWW.GATEWAYENG.COM MATCH EXISTING SLOPE VAN 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 DETAILS I ,• � ACCESSIBLE r FLOW 24.0' DRIVE COMPACT SUBRADE TO NOTES: 92% RELATIVE SIZE PER PLAN 1. WEAKENED PLANE JOINTS SHALL BE INSTALLED AT 15' O.C. MAX. 4" MIN. THICK CTO 2. EXPANSION JOINTS SHALL BE INSTALLED AT 80' O.C. MAX. e 3. ALL CONSTRUCTION SHALL BE 6 SACK CONCRETE UNLESS OTHERWISE SPECIFIED MN 4. ALL CONCRETE SHALL HAVE BROOM FINISH UNLESS OTHERWISE SPECIFIED ON ARCHITECTURAL DRAWINGS /P-C'N CONCRETE SIDEWALK CONSTRUCTION DETAIL R LOWEST SIGN 8" COMPACTED SCALE: N.T.S OUTLET AS INDICATED BOTTOM, SLOPE TOOUTLET FINISHED STANDARD CONCRETE CURB R)¢"6' _ 24' 1S"I e I I� 12" I RX* SURFACE \ 2' FINISHED FLOOR 95% RELATIVE COMPACTION NOTES: CA�U21 CATCH BASIN IN CURB AND GUTTER B�U21 CATCH BASIN IN VA Y GUTTER INSTALL ACCESSIBLE PARKING - SCALE N.T.S_ a . 12 a 1 . 2.5-3.5X . a. BUILDING CODE REQUIREMENTS. FL0I�IJNE CONSTRU���DETAIL ..a ...�.. _ AS ACCESSIB�PARKING SIGN DETAIL SCALE N.T.S BENCHING AS REQUIRED FLUSH WITH FINISH PAVING %CHZ 24" CHANNEL CONSTRUCTION DETAIL CC 12" CURB CUT DETAIL -- SCALE N.LS -- SCALE N.LS TO MATCH " 6"tRO III�6''III 24' _ GEOTECHNICAL REPORT RY2" r 1 0.1' RY• I I SLOPE TO SLOPE TO DRAIN DRAIN 6" 12' a 12" a. t Z ADAPTER AS REQUIRED a INVERT %C1 CONCRETE B CONSTRUCTION DETAIL rCGN CONCRETE CURB AND GUTTER CONSTRUCTION DE AL SCALE N.T.S SCALE: N.T.S - CONSTRUCT 6" THICK BLOCK WALL THE BLOCK WALL SHALL BE CONSTRUCTED OF 6" TONGUE AND GROOVE SPEED BLOCK. REFER TO ARCHITECTURAL PLANS FOR COLOR AND FINISH. 3" PERFORATED PVC DRAIN PIPE. PUNCH THROUGH WALL FACE FOR DRAINAGE O 32. O.C. PROPOSED FINISH ROUND PER PLANS SLOPE AWAY FROM WALL 1.0% MIN. 10.06% MAX- jVARIES (12' MAK) 3/4" RUSHED ROC( WITH FILTER FABRIC ALL AROUND R 'V APPROVED EQUAL 127 MINIMUM 5UBWADE, SCARFIm, MOISTURE CONDITIONED AND COMPACTED TO 95% REIAINE OOMPACTION PARKING ONLY INSTALL ACCESSIBLE PARKING SIGN(S) AS MINIMUM SHOWN ON POST PER 6250 FINE ADA STANDARDS MORTAR AROUND PIPE g• CONCRETE VAN ACCESSIBLE SIR CIRCUMFERENCE V-3Imuorcl 131 MORTAR AROUND PIPE MIN. 3" COMPACTED SOIL IN LANDSCAPE AREAS WHERE SPECIFIED - CIRCUMFERENCE PROPERTY P. 559-320-03441 F.559-320-03451 WWW.GATEWAYENG.COM MATCH EXISTING SLOPE VAN 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 DETAILS '� ,• � ACCESSIBLE STORM DRAIN LINE FLOW 24.0' DRIVE FLOW T i SIZE PER PLAN LANDSCAPE 4" MIN. THICK CTO STORM DRAIN LINE e BO'q-EAR TO BOTTOM MN ---_. BOTTOM, SLOPE TO SIZE PER PLAN 4" MIN. THICK CONCRETE R LOWEST SIGN 8" COMPACTED NATIVE SOIL OUTLET AS INDICATED BOTTOM, SLOPE TOOUTLET FINISHED 95% RELATIVE COMPACTION 6" COMPACTED NATIVE SOIL AS INDICATED SURFACE \ - FINISHED FLOOR 95% RELATIVE COMPACTION NOTES: CA�U21 CATCH BASIN IN CURB AND GUTTER B�U21 CATCH BASIN IN VA Y GUTTER INSTALL ACCESSIBLE PARKING - SCALE N.T.S_ SCALE N.T.S ELEV.) SIGNS PER CALIFORNIA 2.5-3.5X BUILDING CODE REQUIREMENTS. U21 CATCH BASIN CATCH BASIN CONSTRU���DETAIL AS ACCESSIB�PARKING SIGN DETAIL SCALE N.T.S BENCHING AS REQUIRED - SCALE N.T.S DUCTILE IRON DOME GRATE BY CBC AND C C TO MATCH DRAIN SIZE _ GEOTECHNICAL REPORT 0.1' i--� SLOPE TO SLOPE TO DRAIN DRAIN SIZE PER PLANS ..yr`. INLET /OUTLET ADAPTER AS REQUIRED INVERT VAPoABt£ W A PUBIC PER PLANS ELBOW OR TEE. I U EASlT .._ COORDINATE WITH GRADING PLAN WATERTIGHT PVC JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED SPECIAL NOTE: UNIFORMLY IN ACCORDANCE WITH ASTM D2321. STORM DRAIN INLETS IN VEGETATIVE SWALES SHALL BE RAISED 0.1' ABOVE FINISHED CAL LANDSCAPE DRAIN DETAIL GRADE. GG SECTION G -G - SIDEWALK RAMP -- SCALE N.T.S EXISTING GROUND 3/4" CRUSHED ROCK`. WITH FILTER FABRIC ALL AROUND OR APPROVED EQUALS 3' PERFORATED PVC DRAIN PIPE PUNCH > THROUGH WALL FACE FOR DRAINAGE O 32" O.C. TOP & 7.5' 2.0% J4 O 18" RL 12' I �RC 8.3333% 8" WIDE % 8" TALL X 16' C.M.U. SPLIT FACE WALL GROUTED SOLID. COORDINATE COLOR AND FINISH WITH CITY. /4 HRZ BAR O 16' O.C., CONT n , e.. /4 VERT. BAR O 16" O.C. 4 � X J�MAS OSED FINISH v a 1.D PER PLANS 10 -OX AWAY FROM WALL .. e to " It MINIMUM SUBpiAOE, SCARIFIED, 2'-g" MOISTURE CONDITIONED AND COMPACTED TO 95X RELAT1W COMPACTION 5' NDINC 2.0% 24' 6' A"NDI 2AX N. 1.s a.0' zo'--{ 2, 1% MIN. 6' CONC. #4 REBAR O 14' O.C. 4" AB B4 REBAR O 38" O.C. GUTTER DETAIL I 8.0' BUILDING FINISHED FLOOR 15% +- /4 REBAR O 15" O.C. REBAR O 24' O.C. MIN. 6' CONCRETE MIN. 6" COMPACTED NAIVE SOIL (90% RELATIVE) o ULIAIL - K LU TUU -- SCALE: 1 PROPERTY LINE i MATCH EXISTING SLOPE N.L5 \/ MATCH EXISTING GROUND V MIN. 5' - MA 1.sz PLACE SIDEWALK PER CITY STD. S-3 PLACE CURB AND GUTTER PER CITY SID. ST -1 R =32 T.I. = 6.5 BB SECTION 13-B VARIES 4; Ag PLACE AND COMPACT 4 TOPSOIL EXISTING MATCH EXISTING ROUND u' � u s MIN. - 2 1.5% M z.oX 2.oz a SA PLACE SIDEWALK PER . CITY STD. S-3 PUCE CURB AND GUTTER PER CITY STD. ST -1 PLACE MIN. 3.5" ASPHALT CONCRETE OVER MIN. 8" AGGREGATE BASE (95X RELATIVE COMPACTION) OVER MIN. 12" COMPACTED NATIVE SOIL (95X RELATIVE COMPACTION) - 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787 5100 a �P. VARIABLE WIDTH INGRESS/EGRESS & PUBLIC UTILITY EASEMENT�� {f MATCH EXISTING ROUND 27'M; 42' PARKING 38' IDSCAPE I AND DRIVE AISLE R U N 4 DSCAPE MIN.5' 14' 14' • 1.5% i sq PROPERTY UNE VARIES 16.0, PAVED 9.3' -13.9' - PARKING 4 / u i AC MATCH EXISTING SLOPE ...... -...._ PLACE AND IGN D -D N.T.S 6.0' PED 24.0' DRIVE 18.0' PAVED 1'I 24.0' DRIVE VARIABLEBUILDING HEALTHCARE FINISHED FLOOR AISLE LANDSCAPE (SEE PUN FOR ACUTE REHAB ELEV,) HOSPITAL RIO BRAVO oj�� OSHPD # H180283-15-00 PROPERTY LINE 0 -42' PLACE PERMANENT EROSION PROTECTION SW M "8- AC MATCH EXISTING CGSLOPE PLACE COMPACTED FILL IN _ LIFTS PER GEOTECHNICAL STM DRAIN PIPE PER -' R _. -- REPORT REQUIREMENTS of euc J SCALE N.TS V-3Imuorcl 131 MIN. 3" COMPACTED SOIL IN LANDSCAPE AREAS 10" 8 : PROPERTY P. 559-320-03441 F.559-320-03451 WWW.GATEWAYENG.COM MATCH EXISTING SLOPE LINE 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 DETAILS CALIFORNIA CONCRETE PIPE RING AND COVERVERMODEL No. OSHPD STAMP: H180283-15-00 ONSITE 5.0' 18.0' PAVED 24.0' DRIVE V-33' LANDSCAPE PARKING AISLE MN ---_. -_ BUILDING I \ - FINISHED FLOOR PLACE PERMANENT10 OX \ (SEE PLAN FOR LANDSCAPING EROSION ,J ELEV.) PROTECTION 2.5-3.5X PROPOSED CUT SLOPE. BENCHING AS REQUIRED BY CBC AND C C _ GEOTECHNICAL REPORT i--� GATEWAY iasu Mia Om Mia HGA NO: 2940-40- 016-00 ASPHALT SECTION IN PAVING AREAS V-3Imuorcl 131 MIN. 3" COMPACTED SOIL IN LANDSCAPE AREAS 10" 8 : CIVIL ENGINEERS I LAND SURVEYORS P. 559-320-03441 F.559-320-03451 WWW.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 DETAILS CALIFORNIA CONCRETE PIPE RING AND COVERVERMODEL No. OSHPD STAMP: H180283-15-00 ONSITE A-512 R APPROVED EQUAL I SDR -35 SEWER PIPE SIZE INDICATED ON PLANS 27" DIA. X 12" THICK / CLASS "B' CONCRETE 1/8 BEND I SAME DIA. AS MAIN LINE INSTALL PLUG INAT RUN END BEND R WYE IL I 61 I-50� y I DATE: JULY 17, 2019 I 100% CONSTRUCTION DOCUMENTS I C600 QJPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. j h—OM Face /Romano I 1 I 1 I 15'- Single Arecaq Enlow I 1 I "2armlmim drys I1 I .70 - odes Maxon Engrame, I 1 I # Map qp oaN er Olr Engi tan hxwd faakry note of I I I .birE 11 I Doh nob reMnn per 6•jf"+ GQa etanalad S7 1R e r a 4.4 A,' y .. ' E0, tkNAwt •' t - 20' Am�� A ZIA PLAN Ar S nor of emnaad ort (lip.) NOTES L Ab east Ad cwkrm to Mie opplii sachet of Me *wditVm anhtkd Vardad S� Stab of comomµ Dyobnant of rmwatab'ar, (yproved current ealbnC 2 Sidrade pra tembah M aroswus, aw mrkrm to Me rerpdamnte of Me SYondad Wxokm S Cmaeb M aapgnMe ad be pop 2 and aal ankrm to Me rap/iemmb of Me Slmdad A E.gmdq A1hte and he constructed of say 0 or at aiacied by Me ply £Homy. 5 Fa standard hm*W rasp dsnansiuns and abs ss bey of Bdraakdd 54ywad ST -10 a as aieoled by Me ply rapres k Ar "syph W tla Ad be Won 2r Z. Cmaew deal .main a odaRi s Indpe P'Rrr gprod is stand Mm the of A Concrete std be sed 00 a wdb pg- manted Cuing mpanmd aeptj/rg wM .hon 90-ZOIO of the Slow Stmcbd maw ee , 40' A M gam abed permit h l"otu"s kr of ant dor PIM Ore aly of Bataa ws 106-of-wo 19 Rsahg sM Ad be Carp acted to 95117 of manias ally dandy a detamirni by AS 9-IM7 to a alI of LO' bean croserRa and LV to such ads of he muayatbr. it TM mirobw days w d ms gabr h as edea wrow 00"& by Me sty Enow. 12 Aba hlcoff= ad sits are to be Wrotd by Me City' . 11 Fa mapr rad coamonld "otter" Me 12' 10 avtt M Ad be elittinow ora ate pronhbn d oMa Adnga baiAse ad am de Cpprotd of ON air Ewa: TYPE A" RAMP NOTES L The Mohan of Me imp sal hate o a2r *d45dafflmSs10add 2 fie rap ahs hot a LO' (a5n) aide hada m* a2V (5m) rams WpvxWWy aTr (15m) an canter, ss graewr ddak Roe surfs of the now Carol rime a hams draaad axhxx ta'bse morin" Mm the saromdny A*M* WWI Caw oaaed o Center Of Cab .hem 1 Worn rap is hwdod h Me aster of Me Cab refaq R ad be yrootd In a harh¢meppaat!hM.m wM 025' (lam) grmmt goyaKnoWy Lr (4am) aG .Ss f oomw detal Qwm should be digins pads to coattail fto to aiat eMid pektbMls her 4. RmP Cade dgas aaa ears unhandy Man v no, sty (a 12Ssd ab to cmtam PM hghivallisd alpak shape ad*=1 to IN at Me rmq The pbtMm may be dniwbd R Me gall Cats not amps Aur LIP DETAIL PJ 1125" R75' s `—f *Pkg PWk^ of rmot rats we bloom r.5' apart GROOVING DETAIL Mae pwm an slow patwa of mop aan knoted h carr" d Me curb ram Tey Of Rap { 4;01 hin. --�t ?X Mm VOa 83.M1 Randal .be SEC77ON A—A gfMk,C W-10153, 2.0' .� `R =err � b TYPE A` R=a5' '�.. •.moi 1r RarM'n b N R=QS' NOTES 1. Al arai ad comfim w Me Wyollinabho wilco of the vandad Wkidiaas .State of thud; Dapab oot of Tm Wortatim' epprood carat saltie and Me fes' 2 Adyaf prgcad7on for Tjpt A' b; ad C' abs and gotfaa"be crosbe cted bw to grads and arose bat Me > d X9 to o OgoM d Set 5 cmaeb kr axb ad gotta std be Gip 3 and,dab be WIM Zr to 55' aanp. A T%Caa tame std be aufaad an Me m the door paved next to Mn cmade and dol at be hear Mm tr Mdat or behg surhxed 5 rep and fats Aar M boeded maoMe for, pkat o Bid am bus Meta A wom aalhg owl, and butts" ons, to be rwi /tea' "orison Ad mdCa aufEFW pnsOasdbr ossa OMffpfra mated by Me qty Ovbw. 7. kraxde ad confab no adBMos uses par opprad h Cawood ban Me a't,Fi0w.. B axnaete Ad be coned wM a MM pngmamed arhp compound MP)i p w soba BO-ZOIB d Me saw dardad apeaMcaMava A Eon" sections of =6 and barna ad be sowa/t at Me Mails of Me not to be reamafed R=RS' II� RiQS' n --• I I -!-e• ro NOTES Planning and Development 2010 REVISED STANDARD PLAN RSP A88A b D ----Date a A AC 1. N Pont aal ashxm to tete sexRanx of Mt ehndrd Structure) bete a ,F TYPE Paz's Yse �% afY t1h IS 400dMrod6nS OfiNd Stanwd S'OCIfibuthm Slots of i— �, R- or r— •GUTTER "Ritter a# soars Mm WOW by aly Highw la llalvood pima J*tx or ode pinta slab De canfnucted at lr Ma ok EWw'nr Phis drat be of each Cade of sbabxs aN at eras Of C" moms 11. roe 18' ad and gutta Is regaled an d tjpp of aborts nedae maaar h "pori•, pam8ted by the ali> 12 Tjpe, Wad and ryttdr Is pffMW w# Mara 4Protd ar mow by the aly tow. 15 To r nab may be pemMted by Me Oty Dow only h Mak lame pant$ aN R-. 259 (RaMmMaf Srbabm Il o -And -Oa -Ramos whims. tot An) Zona 14 PamM M Curb and yutbr omebahan rid eampmr WWI soar. IS Ohs constrathg near all and gutta, tete ead6g permanent ad be spout o moimto of 20' lrom Ne 4e d Me other man abated by Ms Oft Eniw. .. ({A/ERdt NOTES, A a/ »«k tan conrorm ro !M Oppli[aae tKrront /Y(Masl � S oI /M spent +"fiat enMhd •S/bndoid �'- b/wea ✓arvrM >g cwkY•A srom w earilarva, Deparlmenl a pa,rJ- p«Iwioa OM Me /w/owsp taeaw D/O✓iJirM. 1 ! - SWaraW preperahbn cow/ be cwslruaed hK 'S3 ro 0'". me croa sc ion. "ion C POc . of 5/ogwd Cwe Rewn roays oar ro a aaa r d 0.50 fief. 1 rnaa b 20 /twIW by tr Cw,c/em stall M Cart b' 0 toew g fly rIp "Wyche by lM nave a annreP Ulu env 2-M2' wet otIr c s Gilt Elgbre« rxfKe MVH b /muted ro aroaar one erns )Q SKIiM =ill O {/a04 h0»elee +,/gamy Ons .r, lMirMd WIn O MO[M. a C—M mina// AN, axed x M e »n/t-p pne he COMBINATION TYPE mr1"x I -Vowed 1W m s efts 907013 a Me 5/enOwd Specifrcelunt. SIDEWALK w"a"nes store rasa aw/ It mw, a e i bol loin/YON wed a portion joss Or a0 rw/ inarMs. Erowwol faints Na/ b rocaled at Yw eawr ride a v tmrJwr arse w Me ebr Of nee rata-nr. x!e' misinwr m R-/ all R.2 r«wr; E•P°/�w R'•• QIAt ."lana/ ~ [ f a S-Cmiitvn m w an« . ane pmrormed ships a v dt"UNO rcrrhenl amrwemd w mOAw wry meets; crab ro wap 5%de.oas sora b ed ro a mn,inwm II w/ae oto, is rmslrawetl, r/8' wleu olnerwae Omer Ix M, Cny EnpmeK ' Er eakxr iIp Nw ,tldwe/k eenr/mchw It bbeke errs tmlug tGla«. areewak Mol/ Confer. in diman:gn all' M Iw ,o Inose m voce. Aoe Cwb- ErifJMawva ser/I b s r ter we rengred Me oil i "corng /ill w w eeyon✓ me blrtK Joon+ Elax > ffl p jio`t - —t -$i A Iw,;W for aeewafe [wlstrarlks and reaps- ' son-tiWI all// b oaakgd Iran the 0epar,maw E'imnsgn. iRl w FWwie IeWb mM rhv// omwowx KIa/ work .xw I •'• _L A,ry' variage in Tinian, alar, a mmMrio/ Iron Jlpndord will ready! v spatia/ permit tram 5/rM Ri -a-Way Lia% 1 ,M City Corgi/. L u s/aMare Cure Rehrn raaw Oev/o/lons nom IM ambirglkn /ypI pH„Yv/k,,,,nan �� snon b 20 few uaett os s,andard wmawdwoM ppt..WbPt,m t M by g (O3i 1 x0 � wM1»rse dirsc/to Dy 1M tele ofgrop-io/e Waian poviLwu of ehopmr MAP ? G,y EmmeK ol,M Muth[%PO/ COOe. ComA4glron Type lm STANDARD TYPE s' 5' ern. �s saMore ora S, �i SIDEWALK I � almsye,nenQ fon• f y � � Hot TYPICAL SECTION Build« rot new, ram wed, or e.".d" d,i/tlings W ser ro Ah in CAOPM 2. 40, 5K/rw 2.40.0/0 w lM Bakersh'e/d Mun4rpo/tilde snon prOvive STANDARD'12$/snr ft, ft, /e mobs, d'ourm ontl +alder'"/kr oc[wtling acba« 2B B/ ft,ft, e tlaneDrd dro.d SIDEWALK MrOuff Such mr0h av,/«s and rrutfi /has snot/ r /n oris- r Imre . "I' /Mir cpnrfruchon potted by f''� AL Moore oaf COAfB/NAT/ON TYPE toad, nr/i0 t cMor a form, = a MA MM STANDARD TYPE +xM /gOrwM by the Cally 4lrormY ob a mndilion ro ..,..... rind/ Oppravw wd oeexp/onee by /M Chief CITY OF BAKERSFIELD N2 Bai/dr/g /nsDecror for o[mpanry to ,M Mi/ding � ' CALIFORNIA - or ".,oerly. S` 3 enraaaeswo exrkotrwsnar Bo'bR ro NOTES Planning and Development 2010 REVISED STANDARD PLAN RSP A88A A AC D ----Date a A AC 1. N Pont aal ashxm to tete sexRanx of Mt ehndrd Structure) bete a ,F Paz's Yse �% afY t1h D 400dMrod6nS OfiNd Stanwd S'OCIfibuthm Slots of K .,. lg$a _ -.— _-- sactiu'zl----------- - Date =•d 8 4f g B" sf '� q D Ira ars a. —� :$$jfj g�Z ^.Sac 5¢8hg3 }r§ N (✓' andNiosa r !l� ran"4d a�S8 £ggp E 1a €'gryg p %, SIC X by Sad dtadred No wmwd alt pd 6 4 V%-1 Se; �R , a_- SS 8€ PLT % Ya' 8 3 �W " O: a Cae9� caade fsfanors �. • `ye. j. y§r^t�38 2e@ Z Pb b it ao6wI O' nth %.7 Tse+ to %S�pfE C%. Fal"gg �£8$t "� a e�sS § 4 Q12r/1.0'MaY. a E' L l ESFQ% P t3 r s gp 'a8p I 8 m EF 2 @eE% GgEIS�a ES%a �s€ 03 a9 Eeh 3s PS S B F -:orb wM € 88 1: � Pfifyg pw,a •°� ora sa axners L g S`sce 1; �8 3� k$ S; .Axfae $`%N� N 4. dnoete Cad a axed rah a i of a£3 Ms tan:¢ 4� Y xe3 �eP.� :� d:S€R $ 0:83 M "S% W aoryasra cw#)iV to Section AO-Z.ON of fins dmdod weafthoos J_5 12 JA amaote Ad cmtdn a cAllims antes pnM wihon ardep appred o areal ion Me City tingimr. aimond tae' M 5 M mrpwat M'nber a use d pnpaty aala rider 5(i ato a ga a ds adlkknt taint to repute more Ulan fax e xy' 0 e sbdad cofohem are aly &OW may /son oatpont to swiss ad odd o dataaalle bh-ba of PLAN g SINGLE BIN ENCLOSUR 7. Adxhnbb bh M&M arMners Ad be peed on x conamte mows cmwlna pad of grab bsf 8h andoswt 1 a as e. & '• g Q �WR Ace T15: BunP°r Wm araxd ddahale bin refae c ntdaa M Ont aWmdns wawksd bin to be isso* e e BO' Pots Sefsue Alla kin "char tar be "mamas of concrete sc an _— sfandad D-12 a dM material motors ma do* ad tl5 be subpot to Me Olr Eghsr epplord t''. to Rape cmramr pada Ad be amsbatal of 4' —. CHAIN LINK FENCING "1 L� � osmrom n:rnasswn ad an Bea dap of fast BO' h Wt and SO' h WA Me mhhwn Pad ane to balk ace of Cont /4 bort (typkn) �e r and Me 10` Cade as h amt of On std ape C x 8'x IC concrete boar my ban Me rev awry" curb of Debpn aw-dxtsmM a d rah NM rat lb (avan o d ms -sol ("1259 bwh pa hurt . 2' x B' euflb load t`o ' It. that Mere he m day "truing Mn prembo; robs rc R cnntawas Ad be ybced adjocart to Me aby IN ba at SY aG "`� N 12 Ss decd ST -28 for gate sets" •!.0' Pooed Union ` 40'_F •" SO' a pas 3 y A0' Tiro- P.GC ,l bors ssrmkeae sr-znav TYPICAL SEC77ON WI7H STAN DARD oaII e CONCRETE BLOCK WALL,,,. ,••„•, awe•Ira M £ amu . erss[ea Ott s N ({A/ERdt NOTES, A a/ »«k tan conrorm ro !M Oppli[aae tKrront /Y(Masl � S oI /M spent +"fiat enMhd •S/bndoid �'- b/wea ✓arvrM >g cwkY•A srom w earilarva, Deparlmenl a pa,rJ- p«Iwioa OM Me /w/owsp taeaw D/O✓iJirM. 1 ! - SWaraW preperahbn cow/ be cwslruaed hK 'S3 ro 0'". me croa sc ion. "ion C POc . of 5/ogwd Cwe Rewn roays oar ro a aaa r d 0.50 fief. 1 rnaa b 20 /twIW by tr Cw,c/em stall M Cart b' 0 toew g fly rIp "Wyche by lM nave a annreP Ulu env 2-M2' wet otIr c s Gilt Elgbre« rxfKe MVH b /muted ro aroaar one erns )Q SKIiM =ill O {/a04 h0»elee +,/gamy Ons .r, lMirMd WIn O MO[M. a C—M mina// AN, axed x M e »n/t-p pne he COMBINATION TYPE mr1"x I -Vowed 1W m s efts 907013 a Me 5/enOwd Specifrcelunt. SIDEWALK w"a"nes store rasa aw/ It mw, a e i bol loin/YON wed a portion joss Or a0 rw/ inarMs. Erowwol faints Na/ b rocaled at Yw eawr ride a v tmrJwr arse w Me ebr Of nee rata-nr. x!e' misinwr m R-/ all R.2 r«wr; E•P°/�w R'•• QIAt ."lana/ ~ [ f a S-Cmiitvn m w an« . ane pmrormed ships a v dt"UNO rcrrhenl amrwemd w mOAw wry meets; crab ro wap 5%de.oas sora b ed ro a mn,inwm II w/ae oto, is rmslrawetl, r/8' wleu olnerwae Omer Ix M, Cny EnpmeK ' Er eakxr iIp Nw ,tldwe/k eenr/mchw It bbeke errs tmlug tGla«. areewak Mol/ Confer. in diman:gn all' M Iw ,o Inose m voce. Aoe Cwb- ErifJMawva ser/I b s r ter we rengred Me oil i "corng /ill w w eeyon✓ me blrtK Joon+ Elax > ffl p jio`t - —t -$i A Iw,;W for aeewafe [wlstrarlks and reaps- ' son-tiWI all// b oaakgd Iran the 0epar,maw E'imnsgn. iRl w FWwie IeWb mM rhv// omwowx KIa/ work .xw I •'• _L A,ry' variage in Tinian, alar, a mmMrio/ Iron Jlpndord will ready! v spatia/ permit tram 5/rM Ri -a-Way Lia% 1 ,M City Corgi/. L u s/aMare Cure Rehrn raaw Oev/o/lons nom IM ambirglkn /ypI pH„Yv/k,,,,nan �� snon b 20 few uaett os s,andard wmawdwoM ppt..WbPt,m t M by g (O3i 1 x0 � wM1»rse dirsc/to Dy 1M tele ofgrop-io/e Waian poviLwu of ehopmr MAP ? G,y EmmeK ol,M Muth[%PO/ COOe. ComA4glron Type lm STANDARD TYPE s' 5' ern. �s saMore ora S, �i SIDEWALK I � almsye,nenQ fon• f y � � Hot TYPICAL SECTION Build« rot new, ram wed, or e.".d" d,i/tlings W ser ro Ah in CAOPM 2. 40, 5K/rw 2.40.0/0 w lM Bakersh'e/d Mun4rpo/tilde snon prOvive STANDARD'12$/snr ft, ft, /e mobs, d'ourm ontl +alder'"/kr oc[wtling acba« 2B B/ ft,ft, e tlaneDrd dro.d SIDEWALK MrOuff Such mr0h av,/«s and rrutfi /has snot/ r /n oris- r Imre . "I' /Mir cpnrfruchon potted by f''� AL Moore oaf COAfB/NAT/ON TYPE toad, nr/i0 t cMor a form, = a MA MM STANDARD TYPE +xM /gOrwM by the Cally 4lrormY ob a mndilion ro ..,..... rind/ Oppravw wd oeexp/onee by /M Chief CITY OF BAKERSFIELD N2 Bai/dr/g /nsDecror for o[mpanry to ,M Mi/ding � ' CALIFORNIA - or ".,oerly. S` 3 enraaaeswo exrkotrwsnar Bo'bR ro NOTES Planning and Development A AC D ----Date A AC 1. N Pont aal ashxm to tete sexRanx of Mt ehndrd Structure) bete A AC D 400dMrod6nS OfiNd Stanwd S'OCIfibuthm Slots of A AC D _ -.— _-- sactiu'zl----------- - Date CAlormq Dwarianl Of TmnyawMn; wood axm/t A AC D Ira ars a. —� AO' -. satin and Ise Mahe read miler andNiosa r 2 &too* prepwofMr Ad be "abated bs w rade by Sad dtadred No wmwd ad sop pcRex rRA compaction, d Ads to a dSnM d Sd. caade fsfanors b ao6wI O' nth d a aeb Cab be Ober 5 and hot o Cssep ba +, Q12r/1.0'MaY. Zr and 55: Me safact aal be Mesiad to grow and vas nWw ankh a had trolled -:orb wM pw,a aaotic ma keEhed aRh a Mom sa axners L .Axfae 4. dnoete Cad a axed rah a aoryasra cw#)iV to Section AO-Z.ON of fins dmdod weafthoos J_5 amaote Ad cmtdn a cAllims antes pnM wihon ardep appred o areal ion Me City tingimr. aimond tae' M 5 M mrpwat M'nber a use d pnpaty aala rider 5(i a ga a ds adlkknt taint to repute more Ulan fax sbdad cofohem are aly &OW may /son oatpont to swiss ad odd o dataaalle bh-ba of PLAN adAdna/ cepadty to ka'd aaatmbMd m/wo SINGLE BIN ENCLOSUR 7. Adxhnbb bh M&M arMners Ad be peed on x conamte mows cmwlna pad of grab bsf 8h andoswt See who Na 4 B The OTr Eng oor mar+glia an axdooed sbuaae SO' Ace T15: BunP°r Wm araxd ddahale bin refae c ntdaa M Ont aWmdns wawksd bin to be isso* BO' Pots Sefsue Alla kin "char tar be "mamas of concrete bbd; par add on Mh slonal chow -ad' tan pa sfandad D-12 a dM material motors ma do* ad am J PICC be subpot to Me Olr Eghsr epplord TYPICAL SECTION WITH to Rape cmramr pada Ad be amsbatal of 4' —. CHAIN LINK FENCING MM Concrete am an Marrs aaa ate how ad an Bea dap of fast BO' h Wt and SO' h WA Me mhhwn Pad ane to balk ace of Cont /4 bort (typkn) Melt Rod Cep Marr Cubs ad bo Bo' x S0: Bn pads and Me 10` Cade as h amt of On std ape C x 8'x IC concrete boar my ban Me rev awry" curb of Debpn aw-dxtsmM a d rah NM rat (avan o d ms -sol ("1259 bwh pa hurt . 2' x B' euflb load t`o ' It. that Mere he m day "truing Mn prembo; robs rc R cnntawas Ad be ybced adjocart to Me aby IN ba at SY aG "`� N 12 Ss decd ST -28 for gate sets" •!.0' Pooed Union ` 40'_F •" SO' a pas 3 y A0' Tiro- P.GC ,l bors ssrmkeae sr-znav TYPICAL SEC77ON WI7H STAN DARD oaII e CONCRETE BLOCK WALL,,,. ,••„•, awe•Ira / 1-30 C 1 4 y (iecort is A%, 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 G. L.6RU�N0 VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 GATEWAY ISSUANCE HISTORY T2 SHEET HGA NO: 2940-016-00 CIVIL ENGINEERS I LAND SURVEYORS CONSTRUCTION P. 559-320-0344 1 F. 559320-03451 WVJW.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 936114435 --------------, DETAILS CITY I OSHPD STAMP: H180283.15-00 STANDARDS Office of Statewide Health Planning and Development A AC D ----Date A AC D Structure) bete A AC D Mechanical Date A AC D _ -.— _-- sactiu'zl----------- - Date A AC D Ira ars a. —� I DATE: JULY 12, 2019 100% CONSTRUCTION DOCUMENTS I I C601 _ I &PYRIGHT HAMMEL, GREEN AND AE17HAMSON, INC. 18" MIN CLEAR Q e CHECK VALVE 6-X4" NPT CITY APPROVED FIRE DEPARTMENT CONNECTION 2.5"X2.5"X4" 4- SCH. 40 PIPE, GALVANIZED ME M TO BUILDING SPRINKLER 8" W SYSTEM ALL FITTINGS TO BE WRAPPED IN 4 MIL VISQUEEN NOTES 1. FDC TO BE LOCATED DOWNSTREAM OF DCDA (DOUBLE CHECK DETECTOR ASSEMBLY). 2. ALL PIPE JOINTS SHALL BE RESTRAINED. CONCRETE BLOCKING IS REQUIRED AT CHANGE IN DIRECTION 3. ASSEMBLY MUST BE TESTED PRIOR TO BEING PLACED INTO SERVICE 4. INSTALLATION OF FIRE SERVICE MAY ONLY BE MADE BY CONTRACTOR WITH A CLASS "A" OR "C -34 - CONTRACTOR'S LICENSE 5. FDC SHALL CONFORM TO ALL CITY OF BAKERSFIELD FIRE DEPARTMENT REQUIREMENTS. ELEVATION ---DUCTILE IRON PIPE AND FITTINGS PLAN VIEW NOTES 1. DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE INSTALLED ABOVE GROUND, IN A HORIZONTAL AND LEVEL POSITION. 2. ALL PIPE JOINTS SHALL BE RESTRAINED. CONCRETE BLOCKING IS REQUIRED AT CHANGE IN DIRECTION. 3. ASSEMBLY MUST BE TESTED PRIOR TO BEING PLACED INTO SERVICE 4. INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH CURRENT CROSS CONNECTION CONTROL POLICY, 5. INSTALL THREE (2) SUPPORTS, ONE ON EACH SIDE OF ASSEMBLY. 6. INSTALLATION OF FIRE SERVICE MAY ONLY BE MADE BY CONTRACTOR WITH A CLASS 'A" OR 'C-34" CONTRACTOR'S LICENSE- 7. ICENSE7. REFER TO CITY OF BAKERSFIELD WATER RESOURCE DEPARTMENT STANDARD W-18 FOR MAIN LINE CONNECTION DETAIL BLOCK f E IFY�YPF \,IITtlJI LOCADON MAIN KUERIAI usT COMP9LIND METER Wf LIME ... S•:E NOTE" 3 9D7. STRAKER INYENSYS, OR a APPROVED EOUAL 2-12" LONG PIPE JOINTS AT INEM AND O1ITLETS- STANDARD WEIGHT STEEL TEE, E COMPACTION RELATIVE RELATNE COMPACTION FLG.x FIRK MG.. z FLANGE - 4 5TAMWRO WEH31T a{EFi PPE N: FLA% PE 05 STANDARD WEIGHT StEEL. PIPE. BEDDING REQUIRED WIT E" FUG� x @ NON -SHRINK NONNK GriGIR Q CATE VALVE, RAR"CD FOR 3` SUBGRADE SERALT MA 4° INFO 19, DATE REwslow _ SERVICE USE RANGED MA:ERWL WITH A SAND - EQUIVALENCY OF ED OR GREATER A 9U TERFLT V 08 LATE VALVE RANDEU W/ AND A 3/4 MAXIMUM GRADATION F„ HAND WHEEL ER—H STANDARD WEIGHT BIKE, KY OR IMPORTED SAkD WHERE v SEND. FLGa FLO, D ADAPTER TLA., IR ,T CAST IRAN TEE WIN FLOGEG OUTLET COMPACT TO 90% RELATIVE GLASS 'A" oONI SUPPORTS 13 BLIND FLANGE 14 POLYVWYL OBLORIOE PIPE CUSS ISO FOR 4' THRU B`, 4' PIPE MR 0' SERVICE REVISION ArNuTI SLE PIPE SUPPORT, <eun nm ervornePt GRINNED. OR EQUAL. NOTE: ALL STEEL PIPE SHALL BE CONCRETE PRODUCTS OR FUSION BONDED UPS= LINED] —FOR B.SCKFILC REQUIREMENTS SEE PFE AND COATED, IOM SOLID THERMOSETTING. MAIN MIN. MAX. TWE 1 EXCAVATION AT CONTRACTORS OPCDN IEE NOTE 3 BACKFILL COMPACTED TO 90% RELATIVE COMPACTION SE -ECT MATERIAL COMPACTED TO 80% RELATIVE COMPACTION {3/4` MAX. GRADATION) 3" TO 5" NATIVE MATERIAL WITH 3/4" MAX. GRADATION OR SAND - WHERE REDUIRED BY DISTRICT NOTES: 1. SAND AND SELECT MATERIAL SHALL BE PER STANDARD SPECIFICATIONS FOR EARTHWORK. 2, SEE STANDARD SPECIFICATIONS FOR EARTHWORK IF TRENCH WIDTH EXCEEDS THE MAXIMUM SHOWN ON TEIS DRAWING. 3. STREET ZONE TO BE COMPACTED TO 95% RELATIVE COMPACTION IF WTMIN ROADBED OR TO 90% RELATIVE COMPACTION IF OUTSIDE OF ROADBED. SEE TECHNICAL SPECIFICATIONS FOR EARTHWORK, 4 .MINIMUM COVER OVER ALL SEWER MAINS TO BE W AS MEASURED FROM FINISHED GRADE. 5. PERCENT RELATIVE COMPACTION IS THE PERCENT OF THE MAX. .DRY DENSITY AS DETERMINED S' ASTM D-1557 0 LAYER) �T:, ... ... S•:E NOTE" 3 9D7. � ou rn a / MANHOLE WALL, UNEVEN EDGES SHALL. BE 2-12" LONG PIPE JOINTS AT INEM AND O1ITLETS- E COMPACTION RELATIVE RELATNE COMPACTION I z EAST NILES COMMUNITY SERVICES DISTRICT TYPE 2 (IN ROCKY AREAS, SAND TYPE: 3 N: SEE TYPE i, OR TYPE 2 STANDARD WATER METER BEDDING REQUIRED WIT E" 24' (FOR GRADE RINGS) a DATE 0027 3102 SHEET N0. W6 S" SUBGRADE p� DATE REwslow _ -�SELECT '*N T MIN. MAX. TWE 1 EXCAVATION AT CONTRACTORS OPCDN IEE NOTE 3 BACKFILL COMPACTED TO 90% RELATIVE COMPACTION SE -ECT MATERIAL COMPACTED TO 80% RELATIVE COMPACTION {3/4` MAX. GRADATION) 3" TO 5" NATIVE MATERIAL WITH 3/4" MAX. GRADATION OR SAND - WHERE REDUIRED BY DISTRICT NOTES: 1. SAND AND SELECT MATERIAL SHALL BE PER STANDARD SPECIFICATIONS FOR EARTHWORK. 2, SEE STANDARD SPECIFICATIONS FOR EARTHWORK IF TRENCH WIDTH EXCEEDS THE MAXIMUM SHOWN ON TEIS DRAWING. 3. STREET ZONE TO BE COMPACTED TO 95% RELATIVE COMPACTION IF WTMIN ROADBED OR TO 90% RELATIVE COMPACTION IF OUTSIDE OF ROADBED. SEE TECHNICAL SPECIFICATIONS FOR EARTHWORK, 4 .MINIMUM COVER OVER ALL SEWER MAINS TO BE W AS MEASURED FROM FINISHED GRADE. 5. PERCENT RELATIVE COMPACTION IS THE PERCENT OF THE MAX. .DRY DENSITY AS DETERMINED S' ASTM D-1557 0 LAYER) �T:, ... ... S•:E NOTE" 3 9D7. � ou rn `� / MANHOLE WALL, UNEVEN EDGES SHALL. BE 2-12" LONG PIPE JOINTS AT INEM AND O1ITLETS- E COMPACTION RELATIVE RELATNE COMPACTION z a s TYPE 2 (IN ROCKY AREAS, SAND TYPE: 3 N: SEE TYPE i, OR TYPE 2 �N BEDDING REQUIRED WIT E" 24' (FOR GRADE RINGS) n� ROCKY OR OVER-E(CAVATE D EDDING B BELOW THE : IK) UNSUITABLE MATERIALS IN B SUBGRADE i5 - MIN. MAX. TWE 1 EXCAVATION AT CONTRACTORS OPCDN IEE NOTE 3 BACKFILL COMPACTED TO 90% RELATIVE COMPACTION SE -ECT MATERIAL COMPACTED TO 80% RELATIVE COMPACTION {3/4` MAX. GRADATION) 3" TO 5" NATIVE MATERIAL WITH 3/4" MAX. GRADATION OR SAND - WHERE REDUIRED BY DISTRICT NOTES: 1. SAND AND SELECT MATERIAL SHALL BE PER STANDARD SPECIFICATIONS FOR EARTHWORK. 2, SEE STANDARD SPECIFICATIONS FOR EARTHWORK IF TRENCH WIDTH EXCEEDS THE MAXIMUM SHOWN ON TEIS DRAWING. 3. STREET ZONE TO BE COMPACTED TO 95% RELATIVE COMPACTION IF WTMIN ROADBED OR TO 90% RELATIVE COMPACTION IF OUTSIDE OF ROADBED. SEE TECHNICAL SPECIFICATIONS FOR EARTHWORK, 4 .MINIMUM COVER OVER ALL SEWER MAINS TO BE W AS MEASURED FROM FINISHED GRADE. 5. PERCENT RELATIVE COMPACTION IS THE PERCENT OF THE MAX. .DRY DENSITY AS DETERMINED S' ASTM D-1557 0 LAYER) �T:, ... ... S•:E NOTE" 3 9D7. � ou rn `� / MANHOLE WALL, UNEVEN EDGES SHALL. BE 2-12" LONG PIPE JOINTS AT INEM AND O1ITLETS- E COMPACTION RELATIVE RELATNE COMPACTION z a s TYPE 2 (IN ROCKY AREAS, SAND TYPE: 3 N: SEE TYPE i, OR TYPE 2 �N BEDDING REQUIRED WIT E" 24' (FOR GRADE RINGS) B ROCKY OR OVER-E(CAVATE D EDDING B BELOW THE : IK) UNSUITABLE MATERIALS IN B SUBGRADE i5 - -�SELECT '*N T MA:ERWL WITH A SAND - EQUIVALENCY OF ED OR GREATER A MAX. NEIGH( VIPER SECTION' ;. AND A 3/4 MAXIMUM GRADATION F„ .m ER—H t+. OR IMPORTED SAkD WHERE v - EAST NILES COMMUNITY SERVICES DISTRICT -[— `a REQUIRED BY DISTRICL —I— COMPACT TO 90% RELATIVE _ JOINTS - TYPICAL .§ AD" MIN. COMPACTION �'+�`�'.• AND BACKFILL DETAILS ka CATE REVISION DATE GRAW4 04/02 <eun nm ervornePt $3 :LOCATE MH SHAH OPENING OV,s. UCWNSTRFAM SIDE OF MF MIN. 6°. 8°°' ANp TO.DEPTH SPECIFIED BY / " { INFECTOR OR ENPlNEER—.+`/.,/ `� / MANHOLE WALL, UNEVEN EDGES SHALL. BE 2-12" LONG PIPE JOINTS AT INEM AND O1ITLETS- B MAX. 8-' a. 5Pr PER MANHOLE TOp OLTA165 B 3-8 TYPE 2 (IN ROCKY AREAS, SAND TYPE: 3 N: ,. —:T/2^ CEMENT MORTAR BEDDING REQUIRED WIT E" 24' (FOR GRADE RINGS) B ROCKY OR OVER-E(CAVATE D EDDING B BELOW THE : IK) UNSUITABLE MATERIALS IN B SUBGRADE i5 24' DIA COLLAR SECTIONS AS: NEEDED. . MAX. NEIGH( VIPER SECTION' T* .m `.j-.. 48' x 24' ECCENTRIC CONE SECTION EAST NILES COMMUNITY SERVICES DISTRICT a SEWER PIPE BEDDING _ JOINTS - TYPICAL NOTES: AND BACKFILL DETAILS ka CATE REVISION DATE GRAW4 04/02 SHEET NQ, $-2 $3 :LOCATE MH SHAH OPENING OV,s. UCWNSTRFAM SIDE OF MF •'4' SLOT KR I COVER PLAN ]OLE FRAME AND COVER s LETTERING SHALL BE 3" HIGH A, - ALHAMBRA fOUNDAR(NO, A-1254 OR APPROVED EQUAL A - ALHAMBRA FOUNDARY NO. A-1251 OR APPROVED EQUAL DEI. HOLE - A REQUIRED EDISON NCRETE 1(4" BELOW TOP OF I. CUSS "A' CONCRETE %D SECTION AGGREGATE BASE RINGS EAST NILES COMMUNITY SERVICES DISTRICT MANHOLE FRAME AND COVER EM n,02� AA'' c4ynecord5 iso. [R. 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559A86.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 rr '2X jm ru G. L 8 R U NO 3 .)"Oft VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 /ANOJ DESCRIPTION DATE 5 Volunta Ch S 413/2018 6 lOSHPD BC 1/11/2019 GATEWAY IssHGAulsrors 40 NO:: 2 2940 016-00 CIVIL ENGINEERS I LAND SURVEYORS CONSTRUCTION P. 559-320-03441 F.559-320-03451 WWW.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 DETAILS IOSHPD STAMP: H180283.15-00 I UTILITY I 1 I Office of Statewide Health I I Planning and Development I A AC D I dural mate A AC D I DATE: JULY 12, 2019 I SWLtlral ----- --Date I amcal ate A AC D A AC D 1100% CONSTRUCTION DOCUMENTS I Cleriiirzl —Gate I I Fire Marshal A AC D IC 6 0 2 i L CDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. ,CREAK PIPE FLUSH WITH INSIDE OF " / MANHOLE WALL, UNEVEN EDGES SHALL. BE 2-12" LONG PIPE JOINTS AT INEM AND O1ITLETS- o. " PLASTERED SMOOTH WITH CEMENT MORTAR. RAUIUS= 2x DIAMETER OF INLET FDR CONCRETE COLLAR PER MANHOLE TOp OLTA165 B 3-8 DELA- SEE 5 -fl -°— -� - l'�' ,. —:T/2^ CEMENT MORTAR ff 24' (FOR GRADE RINGS) B 24' DIA COLLAR SECTIONS AS: NEEDED. . MAX. NEIGH( VIPER SECTION' T* .m `.j-.. 48' x 24' ECCENTRIC CONE SECTION REM SEAL TO FORM WATER TIGHT _ JOINTS - TYPICAL NOTES: 1. MANHOLE RINGS, CONES AND - SECTIONS SHALL BE AS MANUFACTURED BY ASSOCIATED. CONCRETE PRODUCTS OR —FOR B.SCKFILC REQUIREMENTS SEE PFE APPROVED EQUAL, BACKFILL DETAILS, SHEET S-2 2. MORTAR SHALL BE: 1 PART CEMENT TO 4 PARTS SAND. 5° MIN. 5° MIN. 3. MANHOLES WUP A DEPTH 'GREATER 1}tAM TD FEET SNAIL.—POOH LEDGE AFTER MANHOLE S SET BE BC' DE METER STANDARD MANHOLES. SEE S-1 THE CROWN ELEVATION OF ALL ?RES 3' BIN . 1/27 R :SHALL BE THE _SAME AS THE CRDWN • ELEVATION OF THE LARGEST. SCFE 1' iE4fl BELOW a 3 LA LARGEST PIPE, "^- f L E V A T I O N POUR BASE AGAINST UNDISTURBED 804 p EAST NILES COMMUNITY SERVICES DISTRICT 48" I.D. STANDARD MANHOLE Y DATE DRAWN 04/02 BEET NO. 8-7 DATE REVISION •'4' SLOT KR I COVER PLAN ]OLE FRAME AND COVER s LETTERING SHALL BE 3" HIGH A, - ALHAMBRA fOUNDAR(NO, A-1254 OR APPROVED EQUAL A - ALHAMBRA FOUNDARY NO. A-1251 OR APPROVED EQUAL DEI. HOLE - A REQUIRED EDISON NCRETE 1(4" BELOW TOP OF I. CUSS "A' CONCRETE %D SECTION AGGREGATE BASE RINGS EAST NILES COMMUNITY SERVICES DISTRICT MANHOLE FRAME AND COVER EM n,02� AA'' c4ynecord5 iso. [R. 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559A86.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 rr '2X jm ru G. L 8 R U NO 3 .)"Oft VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 /ANOJ DESCRIPTION DATE 5 Volunta Ch S 413/2018 6 lOSHPD BC 1/11/2019 GATEWAY IssHGAulsrors 40 NO:: 2 2940 016-00 CIVIL ENGINEERS I LAND SURVEYORS CONSTRUCTION P. 559-320-03441 F.559-320-03451 WWW.GATEWAYENG.COM 405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435 DETAILS IOSHPD STAMP: H180283.15-00 I UTILITY I 1 I Office of Statewide Health I I Planning and Development I A AC D I dural mate A AC D I DATE: JULY 12, 2019 I SWLtlral ----- --Date I amcal ate A AC D A AC D 1100% CONSTRUCTION DOCUMENTS I Cleriiirzl —Gate I I Fire Marshal A AC D IC 6 0 2 i L CDPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. U LANDSCAPE SITE PLAN 1" = 20'-0" SITE LEGEND KEY DESCRIPTION DETAIL A 4' THICK CAST IN PLACE CONCRETE PAVING 0/ CA101 �0 0 0 COMPACTED SUBGRADE W/ MEDIUM BROOM FINISH. NRF B 4'-6' RIVER COBBLE SURFACING 0/ SAND BED W/ BA101 MORTAR JOINTS 0/ COMPACTED SUBGRADE. O6' LONG BENCH E/L101 O4' THICK CAST IN PLACE MIXED TEXTURIS/FINISHES ASIB/L102 CONCRETE PAVING O COMPACTED SUBGRADE OCAST IN PLACE CONCRETE SEAT WALL G/L701 O4' F THICK CAST IN PLACE CONCRETE PAVING INTEGRALLY COLORED 0/ COMPACTED SUBGRADE W/ TOPCAST /100 C/L101 MEDIUM FINISH. O3' THICK DECOMPOSED GRANITE SURFACING W/ A/L101 STABILIZER O/ COMPACTED SUBGRADE N EARTH BERM. PROVIDE 3:1 EVEN, CONSISTENT, SMOOTH SLOPE. REFER TO CIVIL DRAWINGS. CAST IN PLACE CONCRETE ACCESS RAMP W/ I/L101 TACTILE WARNING PANEL O/ COMPACTED SUBGRADE JO BICYCLE RACK. REFER TO ARCHITECTURAL DRAWINGS. OBICYCLE LOOKER. REFER TO ARCHITECTURAL DRAWINGS. BALANCE BEAM, LANDSCAPE STRUCTURES /L701 OCURVED L /100041(666) 438-6574. INSTALL PER MANUFACTURER REQUIREMENTS @ STANDARDS. OCAST IN PLACE CONCRETE RAMP W/ HANDRAILS C&KA102 ON CAST IN PLACE CONCRETE STAIRWAY W/ HANDRAILS J&L/L102 OLIGHT POLE. REFER TO ELECTRICAL DRAWING. OGREASE INTERCEPTOR. REFER TO PLUMBING/CIVIL DRAWINGS. OQ SEPTIC TANK. REFER TO PLUMBING/CML DRAWINGS. SITE NOTES 1. PROVIDE EXPANSION JOINTS AS INDICATED ON PLAN AND AT EDGE OF WALL, PILASTER, OR CURB. REFER TO MATERIAL LEGEND AND DETAILS. 2. ALL DIMENSIONS ARE TO GRID UNE, FACE OF CURB OR FACE OF WALL UNLESS NOTED OTHERWISE MATERIAL LEGEND ......•.. DECOMPOSED GRANITE SURFACING °. 'i COLORED CONCRETE PAVING. TDP CAST /100 FINISH CONCRETE PAVING. MEDIUM BROOM FINISH �0 0 0 4'-6' RIVER COBBLE SURFACING. NRF TURF AREA P.A. PLANTING AREA CONCRETE PAVING CONTROL JOINT — — — — CONCRETE PAVING EXPANSION JOINT ® BENCH Q LIGHT POLE BICYCLE RACK BICYCLE LOCKER IOSHPD STAMP: H180283-15-00 Gr-1-3oj- , C7. t �y�eGo✓�S �a� I I I EQ 1j,NDSCMp�, I ROBERT BORO L A ND BCA PE ARCHITECT PA. Box 4754 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 STRUCTURAL ENGINEER HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916.787.5100 MECHANICAL ENGINEER PATTON AIR CONDITIONING 272 N. PALM AVE. FRESNO, CA 93701 559.486.5222 PLUMBING ENGINEER FRESNO PLUMBING & HEATING INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 916,787.5100 G. L. B yRUUy Nyy�Ogu� - Sfho tt+kylil �%S'V VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO OSHPD # H180283-15-00 ISSUANCE HISTORY - THIS SHEET HGA NO: 2940-016-00 LANDSCAPE SITE PLAN I DATE: APRIL 3, 2018 I 100% CONSTRUCTION DOCUMENTS i FrwY C9INCrN9 95744 l `v I L O 0 TEL. AI R Bono 00MCA9TAIET 9TF OF CALIFW�� L — — — — — — — — — — — — — — — COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. J NOTE, PROVIDE PERMALOC I/8"x4" "BLACK" ALUMINUM EDGING W STAKES AT ALL UNRETAINED EDGES. SLOPE TO DRAIN AT 1/4" PER 1'. DECOMPOSED GRANITE SURFACING W/ STABILIZER COMPACTED TO 85% RELATIVE DENSITY 0/ 3 OZ. FILTER FABRIC. SLOPE TO DRAIN. CONCRETE PAVING 8' THICK COMPACTED `UNDISTURBED SUBGRADE SUBGRADE TO 85% RELATIVE DENSITY DECOMPOSED GRANITE SURFACING L107 IREEMLLS 1/2"=V-0" 3/4" O.C. WARNING TYP GROOVES 1/4' F WARNING GROOVES L701 GROOVES SCALE: 3" = V-0" 3 4" MAXIMUM JOINT WIDTH (TYP.) �� IV TO 6' DIA. RIVER RUN SMOOTH OCOBBLE O/ SAND SETTING BED. opoQ 0 OO O� E� GROUT JOINTS SOLD W/ OCEMENT MORTAR. 3/4' MAXIMUM JOINT WIDTH (TYP.) ELAN PROVIDE & PLACE 4' TO 6' DIA. RIVER RUN SMOOTH COBBLE OVER SAND SETTING BED. FILL ALL JOINTS W/ CEMENT MORTAR. SET TOPS OF COBBLE TO ALIGN FLUSH W/ TOP OF PAVING. CONCRETE PAVING OR CURB. REFER TO ARCHITECTURAL DRAWINGS. kLANT / THICKENED EDGE OF ON 1/2' MAX \ 1/9" R/SAWOUT �J 1/4"R �I (-JOINT. EXPANSION JOINT CONTROL JOINT -"' _ I'-" -1 8 URETHANE SEALANT / EDGE OF MATCH COLOR OF CONCRETE 1/2' MAX. 1/2" EXPANSION JbOIIHIT FILLER 1/4"R FULL DEPTH W / BOND BREAKER A CURB OR BUILDING ° A Aa 'a FACE WHERE OCCURS GRADE EDGE ILII _I I I—I I 1=11 —111 111 11 1 I I-1 111-1 1=1 l- —III _ ____ 11 III COMPACT SUBGRADE 3 OZ. FILTER FABRIC O/ COMPACTED 1 _ — = = = = =Ili—I -I 1=1 1=1 =1 1=7 4 — TO 9D% RELATIVE SUBGRADE LAP JOINTS Ir MIN. TURN _III—III—III=III-" DENSITY COMPACTED SUBGRADE TO UP EDGES 2' MINIMUM AT PERIMETER. 9011 RELATIVE DENSITY. SAND SETTING BED. EXPANSION JOINT CONSTRUCTION JOINT AT CURB, CURB & GUTTER,SECTION MINIMUM THICKNESS 3" COMPACT TO 90% RELATIVE DENSITY. OR BUILDING RIVER COBBLE SURFACING SCALE: 1" = 1'-0" CONCRETE PAVING L701 �� L701 sue 1"=1' 0" TOOL IN 1/8' DEEP WARNING GROOVE 1/2' O.C. AT FRONT 2. OF TREAD TIT.) PROVIDE STAINED CONTRASTING COLOR IN WARNING GROOVE AREA COLOR SELECTED BY LANDSCAPE ARCHITECT. 1 1/2' O.D. STAINLESS STEEL A304 PIPE O HANDRAIL W/ BRUSHED SATIN FINISH. SET ° IN 12" DEEP CAST IN PLACE CANS FILL a 9 W/ NON- SHRINK GROUT FINISH AND / COLOR TO MATCH CONCRETE PAVING. PROVIDE WARNING GROOVES AT FRONT OF TREAD EXPANSION JOINT W/ SEALANT PER DETAIL 'CA101 14" 12' CAST -IN-PLACE CONCRETE PAVING TIP. r PER DETAIL 'CA101' IN I 'm COMPACT SUBGRADE TO 90% REL DENS COMPACTED FILL _• #4x24' LONG DOWEL AT 18' O.C. W/ BOND BREAKER AT PAVING END. - MIDPOINT IN SLAB (2) #4 HORIZ. RDNF. 12' SPACE EVENLY TYP• #4 HORIZ. REINF. 12" O.C. BOTH WAYS W/ BENT TAILS SECTION AT STAIRWAY L701 R. 1/2"-1'-0" HANDRAIL EXTENSION RAMP ON E *7.5X TIN PLACE CO ING PER DETAIL SUP RESISTAN - W/ 4R TO STAINLESS BOTTOM (TYP.) ELEVATION AT RAMP L701 316" = 1'-0'• SECTION 'A -A' 0.9"-0.92" 04" TRUNCATED t - DOMES N CAST -IN-PLACE CONCRETE A TRUNCATED ' •. . DOMES OA. -0.47•:. ' ELAN 0.9"- 0.92" t3T;2.4'P. TACTILE WARNING PANEL L701 DOMES N.T. 1200 R Street, Suite 100 Sacramento, California 95811 Telephone 916.787.5100 BENCH SUPPORT SHIM BENCH PLUM STRUCTURAL ENGINEER _ & LEVEL & DRY PACK DETAIL BENCH SUPPORT THICK CAST IN PLACE CONCRETE PAVING 0/ EXPOSED CORNERS. HGA ARCHITECTS & ENGINEERS PROVIDE & INSTALL 3/8" x 4" ZINC 1200 R STREET, SUITE 100 _ PLATED EXPANSION BOLTS W VANDAL SACRAMENTO, CA 95811 7 RESISTAN NUT 916.787.5100 CONCRETE PAVING. MECHANICAL ENGINEER THICKEN AT BENCH , a . SUPPORT D COMPACTED SUBGRADE PATTON AIR CONDITIONING TO BOX REL. DENS. 272 N. PALM AVE. PER DETAIL C/L1D1 FRESNO, CA 93701 6102 !4 HORL11 TIES CONT. SP 559.486.5222 CONCRETE PAVING PLUMBING ENGINEER BENCH FRESNO PLUMBING & HEATING L101 BENCH NOT TO SCALE INC. +I'-6 - KEY 3/4" CHAMFER AT ALL DETAIL TOP OF SEATINALL THICK CAST IN PLACE CONCRETE PAVING 0/ EXPOSED CORNERS. 0 NF HOLD LEVEL + + + B 4"-8' RIVER COBBLE SURFACING O/ SAND BED W/ #4 BENT TIE O.C. 9 T-� AT TOP. 18' I I' • • i REI VERTICAL O 18" TURF j , a . p,C. W/ BENT TAILS D E.J. SEALANT I OCAST IN PLACE CONCRETE SEAT WALL PER DETAIL C/L1D1 A II d 6102 !4 HORL11 TIES CONT. SP 1/4' WIDE x 1/4" DEEP CONCRETE PAVING COLORED 0/ COMPACTED SUBGRADE W/ TOPCAST /100 CE EVENLY. LAP TAILS TIE. BREAK REINFORCING PER O FA101 D.C. PER DETAIL C/L101 a ': �d I e AT EXPANSION THICK DECOMPOSED GRANITE SURFACING W/ AA101 FINISH GRADE FINISH GRADE 4. SLOPE REFER TO CIVIL DRAWINGS. A c A I ' IN PLACE CONCRETE ACCESS RAMP W/ PSEEGRADING 4 OBICYCLE RACK. REFER TO ARCHITECTURAL DRAWINGS. �II OK BICYCLE LOCKER. REFER TO ARCHITECTURAL DRAWINGS. -III BALANCE BEAM, LANDSCAPE STRUCTURES OCURVED /100041 (888) 438-6574. INSTALL PER ,4CASTIN OCAST IN PLACE CONCRETE RAMP W/ HANDRAILS K&CA101 LACE CAST IN PLACE CONCRETE STAIRWAY W/ HANDRAILS JAI DI OLIGHT CONCRETE O6" WIDE X 12" DEEP CAST IN PLACE CONCRETE SEATNALL III A OMES C/L101 e . 4 —� INS DARK GRAY COLOR O3" THICK LAYER OF WOOD MULCH SURFACING 0/ I I I7 PER DETAIL DA101 . FILTER FABRIC d III= THICK CAST IN PLACE CONCRETE PAVING O/ COMPACTED SUBGRADE W/ 3/8" SEEDED PEA m III _ COMPACT SUBGRADE TORELATIVE THICKENED EDGE I=111=III=1 I=1=1=1 AT CONCRETE =1 PAVING TYP. SECTION AT SEATWALL L101 111_11_0" P.A. C I P.A. K A t II\ M I L101 NRF A l P.A. 7 A Y C ROVIDE EXPANSION '�a�� No" 101 P.A. \ JOINT AT FACE OF ;Al PER OF L101' bT , PWiT I'S C \ 7\1 ' L101 L1000 SITE LEGEND KEY DESCRIPTION DETAIL O4" A THICK CAST IN PLACE CONCRETE PAVING 0/ C/L101 0 COMPACTED SUBGRADE W/ MEDIUM BROOM FINISH. + + + B 4"-8' RIVER COBBLE SURFACING O/ SAND BED W/ BA101 4682 E. OLIVE AVE. MORTAR JOINTS 0/ COMPACTED SUBGRADE. TURF OWILDING BENCH EA101 D NOT USED. OCAST IN PLACE CONCRETE SEAT WALL GA101 O1: 4' THICK CAST IN PLACE CONCRETE PAVING INTEGRALLY CA101 COLORED 0/ COMPACTED SUBGRADE W/ TOPCAST /100 BBICYCLE LOCKER MEDIUM FINISH. O3" THICK DECOMPOSED GRANITE SURFACING W/ AA101 STABIUZER O/ COMPACTED SUBGRADE H EARTH BERM. PROVIDE 3:1 EVEN, CONSISTENT, SMOOTH SLOPE REFER TO CIVIL DRAWINGS. OCAST IN PLACE CONCRETE ACCESS RAMP W/ IAID1 TACTILE WARNING PANEL 0/ COMPACTED SUBGRADE OBICYCLE RACK. REFER TO ARCHITECTURAL DRAWINGS. OK BICYCLE LOCKER. REFER TO ARCHITECTURAL DRAWINGS. BALANCE BEAM, LANDSCAPE STRUCTURES OCURVED /100041 (888) 438-6574. INSTALL PER MANUFACTURER REQUIREMENTS & STANDARDS. OCAST IN PLACE CONCRETE RAMP W/ HANDRAILS K&CA101 ON CAST IN PLACE CONCRETE STAIRWAY W/ HANDRAILS JAI DI OLIGHT POLE REFER TO ELECTRICAL PLANS O6" WIDE X 12" DEEP CAST IN PLACE CONCRETE NA101 BAND 0/ COMPACTED SUBGRADE 4" THICK CAST IN PLACE CONCRETE PAVING 0/ COMPACTEE "-2' C/L101 SUBGRADE W/ SEEDED 1 BLACK RIVER COBBLE FINISH. O3" THICK LAYER OF WOOD MULCH SURFACING 0/ NA101 FILTER FABRIC O4' THICK CAST IN PLACE CONCRETE PAVING O/ COMPACTED SUBGRADE W/ 3/8" SEEDED PEA CAIOI GRAVEL FINISH MATERIAL LEGEND 2585 N. LARKIN AVE. DECOMPOSED GRANITE SURFACING �. COLORED CONCRETE PAVING. TOP CAST #100 FINISH 559.294.0200 CONCRETE PAVING. MEDIUM BROOM FINISH 0 4"-6" RIVER COBBLE SURFACING. + + + MULCH SURFACING CONSTRUCTION, INC. CONCRETE PAVING. RIVER COBBLE FINISH. 4682 E. OLIVE AVE. CONCRETE PAVING EXPOSED AGGREGATE FINISH TURF TURF AREA P.A. PLANTING AREA INTERIOR ARCHITECT CONCRETE PAVING CONTROL JOINT — — — — CONCRETE PAVING EXPANSION JOINT ® BENCH O. LIGHT POLE BICYCLE RACK BBICYCLE LOCKER V3% X. DISABLED ACCESS RAMP URETHANE SEALANT AROUND POST, MATCH COLOR OF CONCRETE CAST IN PLACE 4" SCH. 40 GALV. IRON PIPE SLEEVE NON -SHRINK GROUT CONCRETE PAVING PER DETAIL 'CA101'. COMPACTED SUBGRADE TO 90% RELATIVE DENSITY. L1o1 HANDRAIL PIPE SLEEVE 0 3" THICK LAYER OF WOOD MULCH CAST IN PLACE CONCRETE BAND SURFACING. /// /� 1/2"R / / FINISH GRADE a 3 OZ. FILTER FABRIC, LAP JOINTS 12" & SIDES 2" AT CONCRETE d I I TURN UP EDGE. a TO 90% DENSITY CONCRETE BAND L101 ..=m e 1 1/2"=l' -O" IOSHPD STAMP: H180283-15-00 I (1'5-)Uj_ Ci�l�7°1CLOrG(S `V d' I ,�4`��`o �.NBOHOpF9yc I ROBERT BORO�� =� tfttttttttI - p}( E I LANDBCAPE ARCHITECT * & T4` L.di..w P.O. Box 4784 as - J' OP, 4MI91 �r I 1 i I DATE: APRIL 3, 2018 I 100% CONSTRUCTION DOCUMENTS I P. 0. VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO ISSUANCE HISTORY -TMS SHEET HGA NO: 2940-016-00 LANDSCAPE SITE DETAILS OBMernIB 744 T L 101 EMAIL. R-15011TEL (5501 0 CL OMOAST11ET 9rF OF CALVE�Q — — — — — — — — — — — — — — , ®JPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC. 2585 N. LARKIN AVE. FRESNO, CA 93727 559.294.0200 ELECTRICAL ENGINEER HOWE ELECTRIC CONSTRUCTION, INC. 4682 E. OLIVE AVE. FRESNO, CA 93702 559.255.8992 INTERIOR ARCHITECT CONCRETE CURB w/ DEPRESSED AREA AT RAMP HGA ARCHITECTS & ENGINEERS 1200 R STREET, SUITE 100 SACRAMENTO, CA 95811 'LUSH TRANSITION AT 916.787.5100 BOTTOM OF RAMP. G. L8RUNO IOSHPD STAMP: H180283-15-00 I (1'5-)Uj_ Ci�l�7°1CLOrG(S `V d' I ,�4`��`o �.NBOHOpF9yc I ROBERT BORO�� =� tfttttttttI - p}( E I LANDBCAPE ARCHITECT * & T4` L.di..w P.O. Box 4784 as - J' OP, 4MI91 �r I 1 i I DATE: APRIL 3, 2018 I 100% CONSTRUCTION DOCUMENTS I P. 0. VIBRA HEALTHCARE ACUTE REHAB HOSPITAL RIO BRAVO ISSUANCE HISTORY -TMS SHEET HGA NO: 2940-016-00 LANDSCAPE SITE DETAILS OBMernIB 744 T L 101 EMAIL. R-15011TEL (5501 0 CL OMOAST11ET 9rF OF CALVE�Q — — — — — — — — — — — — — — , ®JPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.