Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1.4-7240 Phases 1 - 6 Record Drawing
PHASES 1 - 6 CITY OF BAKERSFIELD, CALIFORNIA REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE THEODORE D. WRIGHT C 33710 i APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER C 61069 i BENCHMARK USED. - TOP SED:TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF WILD RYE WAY AND HUCKLEBERRY DRIVE. ELEVATION = 352.08 (CITY DATUM) BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF SOUTH 89'29'48" EAST FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER RECORD OF SURVEY FILED IN BOOK 17 OF RECORD OF SURVEYS AT PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: A PORTION OF PARCEL "A" OF LOT LINE ADJUSTMENT NO. 41-06 AS PER CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 1, 2006 AS DOCUMENT NO. 0206218661 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE 9EC-0017 Foe &MC114 aaL,Z ZA..i Q WRIgLp e SuMP' WA I.L S OKIL.y 6-y= FIR _ZD VV. PORTER, RCE 33443 EXP. 2EV151045 A pm VE FRED . PoaTl=fL BATF- Qcr 334¢> Y411 AAA M�121ALJ P. st-ip�/ DATE RcE 32178 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ►� _ �!i!ilili�� � �:�!i!i!i!i!i � i DIAL TOLL FREE 1-800.227-2630 AT LEAST TWO DAYS BEFORE YOU DIG DATE SHEET INDEX CENTERLINE Q TITLE SHEET FL- a a GENERAL NOTES o 30 STOCKDALE HIGHWAY PI- POINT OF INTERSECTION (STA. 33+79 - 45+00) m> = a �w BEGIN CURVE Q (STA. 45+00 - 50+00) POVC- Q CORNWALL STREET BEGIN VERTICAL CURVE M STOCKDALE RANCH DRIVE PRC- U Q SIDE POC- STOCKDALE RANCH DRIVE STOCKDALE IGHWAY W 4 (STA. 89+00 - 100+00) --NORTH SIDE TOF- STOCKDALE RANCH DRIVE TOW- -1R Q(STA. 48 75+40 - 89+00) -SOUTH 0 PT- STOCKDALE RANCH DRIVE TOB- TOP OF BERM (STA. 89+00 - 100+00) -SOUTH SIDE O NEWBURY STREET BW- Z KINGSBRIDGE STREET U LEBERR 10 SUMP LOT o CD BLOCK WALL DETAILS U BLOCK WALL DETAILS MATERIAL S LIST ESTIMATED QUANTITIES FOR PLAN X v YUCATAN NOT TO BE USED FOR BIDDING PURPOSES. N a 7'-4" WALL' 3358 LF 8'-0" WALL 2092 LF PROJECT SITE -- 8'-8" WALL 670 LF 9'-4" WALL 442 LF 10'-0" ULIACAN 10'-8" WALL 153 LF CONEFLOWER 12'-8" WALL 140 LF 13'-4" EACH ASTER U a a = Q F Z 0 KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE 9EC-0017 Foe &MC114 aaL,Z ZA..i Q WRIgLp e SuMP' WA I.L S OKIL.y 6-y= FIR _ZD VV. PORTER, RCE 33443 EXP. 2EV151045 A pm VE FRED . PoaTl=fL BATF- Qcr 334¢> Y411 AAA M�121ALJ P. st-ip�/ DATE RcE 32178 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ►� _ �!i!ilili�� � �:�!i!i!i!i!i � i DIAL TOLL FREE 1-800.227-2630 AT LEAST TWO DAYS BEFORE YOU DIG DATE SHEET INDEX CENTERLINE Q TITLE SHEET FL- O GENERAL NOTES BEGIN CURB RETURN 30 STOCKDALE HIGHWAY PI- POINT OF INTERSECTION (STA. 33+79 - 45+00) END CURVE STOCKDALE HIGHWAY BEGIN CURVE 4R (STA. 45+00 - 50+00) POVC- POINT ON VERTICAL CURVE CORNWALL STREET BEGIN VERTICAL CURVE M STOCKDALE RANCH DRIVE PRC- POINT OF REVERSE CURVATURE (STA. 75+40 - 89+00) --NORTH SIDE POC- STOCKDALE RANCH DRIVE GB- 4 (STA. 89+00 - 100+00) --NORTH SIDE TOF- STOCKDALE RANCH DRIVE TOW- -1R Q(STA. 48 75+40 - 89+00) -SOUTH SIDE PT- STOCKDALE RANCH DRIVE TOB- TOP OF BERM (STA. 89+00 - 100+00) -SOUTH SIDE O NEWBURY STREET BW- BACK OF WALK KINGSBRIDGE STREET AMBLESIDE COURT 10 SUMP LOT PADDINGTON STREET CD BLOCK WALL DETAILS 12 BLOCK WALL DETAILS MATERIAL S LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. 6'-8" WALL 108 LF 7'-4" WALL' 3358 LF 8'-0" WALL 2092 LF -- 8'-8" WALL 670 LF 9'-4" WALL 442 LF 10'-0" WALL 135 LF 10'-8" WALL 153 LF 12'-8" WALL 140 LF 13'-4" WALL 296 LF .. LEGEND CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT TOF- TOP OF FOOTING TOW- TOP OF WALL FTG- FOOTING PT- POINT TOB- TOP OF BERM LT- LEFT RT- RIGHT BW- BACK OF WALK LEGEND (�X SHEET INDEX NUMBER PROPOSED BLOCK WALL I KERN COUNTY WATER AGENCY _U w Li au -I W mzz w�a� mph Z op < ww�m m "-w Of J Zjr aOW a ~V z�z$Z Ow�Woi=��- mccx*IUZ0 co Ld LLJ !l N U F- � O � � 0 Q : j:) � L'=pG WU awwcr� • • �Za=WW�LLLUj wwOwxwa),- LL. M <cy 0UtY= z�cf-Fcn9�argi LLI F- LU Z p FZO a3t frLj F ZF--MF— ZZOzat=<_ tZ r- Fo L1J a LLLJL, itz ;O Q&YpU�0�mV Li OpaH 2zaawz�mZO tYZQ�mWU�F_ �50Q°vifl0opa LiJ aYZO �c� wZ. UT9U_Zz�ir LAJ a �OZ�pp o z�Qm LL1 F-0 mZZW LLFZ- o <LL. LLILL. o L]OQ�wWZ0< \� it Lil o�zU a d -9Z> Z�WQ�Oow Qw��w=c8a0, ,n 0 WZ[L�O zoWww�+ mo d lJ J F m(�©�p�0~ DMZM�-w,>Q<� UWP=O�ZUZ v�zw� ¢vaQLu s 600f_jOUJ wZ0 F_a-w U l/J E3� 2000 w<tu cF> o � .► COZ SZ�d aaiw�icFS8ivzo� N O } W ZXo> oLLmgx LJ oZ a��wQm z�W=aZao Ld < E5<<OF-0 ZI-=>r_wi�oaLtf iK Z cn � <0 � -0co — ZOF�-FOV¢¢ ",aoo`uwya'mQ= _ O pIx >};w Z�w�g<n Q►= o V)V)Z p omcot)-a Zaw dW U>Z�FL'd- am��wc''�a>� Z�p0 ai0aw a-QNQLi� xF,xGaU wW2 F=>- otrowLiJ :2C)a z� oOUx PROPOSED DERREL'S MINI STORAGE -N- KEY MAP SCALE: 1'=200' - -1 TENTATIVE _ I TRACT 5963 '�---L- d Z o M ♦♦i� � u7 v! mo W Z W-ia M Q>0v- CJ -i3 co O 06 °' to 06 cow Z m N tu W 0 M ,Z N O N Z M W _ r N CO O O N CL L 11 ' EER w a M 3 / I —00 c° 00Lo J I I 1 Vto III 0nlll U Z U) '01 F-- — L W � I U) LL• < w —1 I W 56 VJ ---IiiO W -III J 12 SII 13 14 0 0 _ oo U 15 N I I 01 F 16 woJ I Z61 I LL 17 mz111 Ljzl I I 180: l I Q UI I L Z'�I i-- 19 NQl i o Uzi t I J� Qd- `� W _.►III -2 21 B ° IZ W UJ gym = 22 W W W 2 LL w w a 3 v �± LL 0 a ¢ o a 11 ' EER w a M 3 / I —00 c° 00Lo J I I 1 Vto III 0nlll U Z U) '01 F-- — L W � I U) LL• < w —1 I W 56 VJ ---IiiO W -III J 12 SII 13 14 0 0 _ oo U 15 N I I 01 F 16 woJ I Z61 I LL 17 mz111 Ljzl I I 180: l I Q UI I L Z'�I i-- 19 NQl i o Uzi t I J� Qd- `� 20 _.►III -2 21 of I ILL 22 — —I I M o 23 _ II 3 v W - a ° _ U 24 I I N 25 0 4� IL 10 ?67- N / DATE 3/24/2015 - - - -f- -I- NPA JOB No. 14-2772 i 1 u SHEET E 0 CL E N N OF 12 SHEETS J� Qd- `� N L�6N� N WN7� n.4 x U W - a ° w oc°cam Q 0 4� IL 10 xw `O v 1D- ?67- N / DATE 3/24/2015 - - - -f- -I- NPA JOB No. 14-2772 i 1 u SHEET E 0 CL E N N OF 12 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR 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 BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 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. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN 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 THE CONTRACTOR TO NOTIFY THE 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 1N 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. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. 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. 14. PORTER & ASSOCIATES, INC. 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 PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE CITY PARKS DEPARTMENT 48 HOURS NOTICE. 17. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC. KA PROJECT NO. 022-12119, DATED DECEMBER 21, 2012 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 18. SEE GRADING, STREET, WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. WALL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2• BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 3• EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER. 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'-0" MIN. MEASURED FROM THE HIGHEST ADJACENT GROUND. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED. 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. STRUCTURAL NOTES GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NOTES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED CONCRETE NOTES 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150. 3. AGGREGATE: ASTM C-33. 4. WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 3. 3/4" AGGREGATE (MAX). 4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS: 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI ® 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. THE FOLLOWING NOTES ARE FROM TRACT 7240 CONDITIONS OF APPROVAL 1. DURING GRADING AND CONSTRUCTION, THE PROJECT CONTRACTOR SHALL ENSURE ALL TRASH AND FOOD WASTE IS DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE PROPOSED PROJECT SITE DURING CONSTRUCTION. ABSOLUTELY NO DELIBERATE FEEDING OF WILDLIFE SHALL BE ALLOWED. 2. PRIOR TO EARTH DISTURBANCE PHASES OF CONSTRUCTION, ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX DENS DURING EARTH DISTURBANCE. PROOF OF TRAINING SHALL BE SUBMITTED TO THE CITY OF BAKERSFIELD PLANNING DEPARTMENT. ANY EVIDENCE, SUCH AS DENS, OBSERVED AT ANY TIME DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 3. ANY EVIDENCE, SUCH AS BURROWS OR POTENTIAL RAPTOR NESTS, OBSERVED AT ANY TIME DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 4. DURING EXCAVATION AND GRADING ACTIVITIES, IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON-SITE, THE PROJECT DEVELOPER/CONTRACTOR SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS PURSUANT TO SECTION 15064.5 OF THE STATE CEQA GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES AND REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. 5. IF HUMAN REMAINS ARE DISCOVERED AS A RESULT OF THE PROPOSED PROJECT DURING DEVELOPMENT, ALL ACTIVITY SHALL CEASE IMMEDIATELY, THE PROJECT DEVELOPER/CONTRACTOR SHALL NOTIFY THE KERN COUNTY CORONER'S OFFICE IMMEDIATELY UNDER STATE LAW, AND A QUALIFIED ARCHAEOLOGIST AND NATIVE AMERICAN MONITOR SHALL BE CONTACTED. SHOULD THE CORONER DETERMINE THE HUMAN REMAINS TO BE NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED PURSUANT TO PUBLIC RESOURCES CODE §5097.98. 6. DOGGR SHALL BE CONTACTED TO OBTAIN INFORMATION ON THE REQUIREMENTS FOR AND APPROVAL TO PERFORM REMEDIAL PLUGGING OPERATIONS IF ANY OTHER ABANDONED OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED DURING EXCAVATION OR GRADING. 7. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED NOISE IS DIRECTED AWAY FROM NOISE SENSITIVE RECEPTORS, TO THE SATISFACTION OF THE BUILDING OFFICIAL. 8. THE PROJECT CONTRACTOR SHALL INCORPORATE FEASIBLE MUFFLING FEATURES INTO ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND INTO CONSTRUCTION METHODS, AND SHALL MAINTAIN ALL CONSTRUCTION VEHICLES AND EQUIPMENT IN EFFICIENT OPERATING CONDITION. 9. STOCKPILING AND CONSTRUCTION VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AWAY AS PRACTICAL FROM NOISE SENSITIVE RECEPTORS DURING CONSTRUCTION ACTIVITIES. 10. IF DURING SOIL REMOVAL, EVIDENCE OF PETROLEUM PRODUCTS APPEARS TO CONTINUE BELOW THE GROUND SURFACE, SAMPLING SHALL BE PERFORMED TO CHARACTERIZE THE EXTENT OF CONTAMINATION AND IDENTIFY APPROPRIATE REMEDIAL MEASURES. 11. IF UNKNOWN WASTES OR SUSPECT MATERIALS ARE DISCOVERED DURING CONSTRUCTION BY THE CONTRACTOR, WHICH HE/SHE BELIEVES MAY INVOLVE HAZARDOUS WASTE/MATERIALS, THE CONTRACTOR SHALL: IMMEDIATELY STOP WORK IN THE VICINITY OF THE SUSPECTED CONTAMINANT, REMOVING WORKERS AND THE PUBLIC FROM THE AREA; NOTIFY THE PROJECT ENGINEER OF THE IMPLEMENTING AGENCY; SECURE THE AREAS AS DIRECTED BY THE PROJECT ENGINEER; AND NOTIFY THE IMPLEMENTING AGENCY'S HAZARDOUS WASTE/MATERIALS COORDINATOR. 12. IF, DURING GRADING AND CONSTRUCTION, POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE FOUND, AND/OR UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE PRESCRIBED SOIL TESTING, HEALTH AND SAFETY PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. PROCEDURES SHALL INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL TREATMENT, EVACUATION OF THE SITE AND/OR THREATENED AREA, AND NOTIFICATION ACTION. NOTIFICATION SHALL BE DETERMINED BY THE APPROPRIATE AGENCY WHICH MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING AGENCIES: KERN COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES, CITY OF BAKERSFIELD FIRE DEPARTMENT, SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT, AND THE REGIONAL QUALITY CONTROL BOARD. EVACUATION AND DETERMINATION REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION WOULD BE DETERMINED BY THE RANKING OFFICIAL AND ANY REQUIRED REMEDIATION MEASURES SHALL BE IMPLEMENTED. WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN SOIL OR OTHER HAZARDOUS MATERIALS CONCERNS ARISE DURING ANY PART OF THE TESTING, GRADING, AND CONSTRUCTION ACTIVITIES ON THE PROPOSED PROJECT SITE. 13. IF ANY PG&E PIPELINE IS RUPTURED DURING GRADING, PG&E SHALL BE NOTIFIED AT (800) 743-5000, AND 911 (KERN COUNTY EMERGENCY SERVICES) SHALL BE CALLED. 14. IF TRANSITE PIPE IS LOCATED ON THE SITE DURING CONSTRUCTION ACTIVITIES, THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) SHALL BE CONTACTED FOR PROPERTY DISPOSAL PROCEDURES AND REQUIREMENTS. TRANSITE PIPE SHALL THEN BE REMOVED AND PROPERLY DISPOSED PER THE SJVAPCD GUIDELINES. 15. PURSUANT TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII - FUGITIVE PM10 PROHIBITIONS, ALL AREAS WITH BARE SOIL EXPOSED AS A RESULT OF THE PROPOSED PROJECT'S EARTHWORK ACTIVITIES SHALL BE LANDSCAPED AT THE EARLIEST TIME POSSIBLE OR STABILIZED BY WATERING WHEN WINDS EXCEED 20 MILES PER HOUR (MPH) IN ORDER TO REDUCE THE POTENTIAL INHALATION OF SPORES CAUSING VALLEY FEVER. 16 .IN THE EVENT A PREVIOUSLY UNDOCUMENTED WELL IS UNCOVERED OR DISCOVERED ON THE PROJECT SITE, THE SUBDIVIDER IS RESPONSIBLE TO CONTACT THE DEPARTMENT OF CONSERVATION'S DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES (DOGGR). THE SUBDIVIDER IS RESPONSIBLE FOR ANY REMEDIAL OPERATIONS ON THE WALL REQUIRED BY DOGGR. SUBDIVIDER SHALL ALSO BE SUBJECT TO PROVISIONS OF BMC SECTION 15.66.80 (B). 17. NO CONSTRUCTION SHALL OCCUR AT NIGHT, THEREFORE CONSTRUCTION SAFETY LIGHTING WILL NOT BE REQUIRED. ST RW PROPOSED BLOCK WALL 10'EADDITIONAL ASEMENT i �6' � i \ 2' 2' MEANG GRADE 0 2:1 _ �� �IDEWAL9 FINISHED PADDY [�_. i "719>- -_ % .�6. '. / 1' VARIES 1' `\ I / \ MAX4 _2r�s� 6 27- f 7 f - is / W,. .00 AREA DETAIL AREA. DETAIL NOT TO SCALE NOT TO SCALE ST RIGHT-OF-WAY VARIES 55'-77' VARIES 48'-70' 7' 7' s 35' 45' RIGHT-OF-WAY 34' s / / PROPOSED / ST BLOCK WALL / RW 15' / FL LANDSCAPE LOT 1' 12.5' 2' 7' LANDSCAPE AREA _ x q: 6' O , ;•> Q IKE LANE Q, i { L \ A.- A OVARIES/ 1 / FINISHED PAD J �/ �� / 110' RIGHT--OF--WAY (ARTERIAL A TYPICAL S OCKD LE HIGHWAY C L T A SE "j NOT TO SCALE ST PER GPA/ZC NO. 09-0263 TYPICAL CROSS-SECTION STOCKDALE RANCH DRIVE n+ NOT TO SCALE 45' RIGHT-OF-WAY FL 34' I 11' 6' 1� / 2, 2' 2, t X16L-2-U �MAX\ AREA DETAIL NOT TO SCALE ST RW T-w m zWo!sm- �0� �UF�-zcr W=p �csn=wzu0i>�"'a Im-O��Oz,Jj�AtliV wQwCZ�-�tnS�zao 2w�WQ�z�w�uuujxo. wo Twgx 2FU~fx'waOtWi of SOZUv�cWrs Qom+ 0z z 4 F_ Q 4=F F aw st60 ii�5'UQmli� & zW W W� 6imZ2 Ov c�C7010'Sal Cpa cAz�w�F -W=w ww>Z. 022 ww 0 4 f W Z Z AD vi c9 u, aF-=r�zw000m W LL~z-Q' IAF 00Wzc�Q Q�z m _u'igz> via�a��mzUa zpwwwpWOa OaOa=UOo'w 5T8 WF-zw�0�'`' LLZ?'w§a0 i W W w U w 0 w LL > U aaiwD=��QUZACD z OwcOj�azM Cmhv=iWSWZ¢Qbp z p= U m w� � �z�t0 oo�wwiwOa�D >>.wI.-K0acnA dww wo ,LuC-) ;° z=w uizawzi F-HOaF-UOIQ2 13' ADDITIONAL [BLOCK I EASEMENT / BLOCK WALL 5' 6'-- ' MULTI -USE _ \ TRAIL / 1' 2' 2' 2%6 MAX 1 AREA DETAIL NOT TO SCALE 2' ADDITIONAL R/WC/L R 2' ADDITIONAL EASEMENT 36' 36' EASEMENT z n 2, 8' 28' 28' 8' i 2,F z 0 i 5' PROPOSED 5' IDEWA MEDIAN IDEWA / CD VARIES VARIES io 2q MI ::-;:; :;<:;.:. MIN FINISHED PAD - 4;1 MAX 29; 4 MAX FINISH Q PAD PROPOSED y \ PROPOSED BLOCK WALL \` BLOCK WALL \ 72' RIGHT-OF-WAY TYPICAL ENTRANCE STREET SECTION y�\ n, NOT TO SCALE / \ PROPOSED FINISHED PAD \ i SIDEWALK MAX 2% MIN R4 1 MAX \ / AREA DETAIL NOT TO SCALE MATERIALS LEGEND BLOCK: 6"X8"X16" SPLIT FACE J;tXL ALL u/ALLS EXC.EFtr STbCKDALF_ HI&PwAl pvf> COLOR: SANDSTONE wfZ0\A/ALL, sTREE-r MANUFACTURER: DESERT BLOCK CO. ** REPLACE WITH STANDARD PRECISION RECORD DRAWING BLOCK WHERE HIDDEN. GROUT: TBD BY OWNER/DEVELOPER CAP: 4"x8" PACIFIC CLAY BRICK COLOR: MERLOT TUMBLED S 2%-./4- BRICK VENEER: 4"x8" PACIFIC CLAY BRICK V_�DVi- ®RTER' 448 EXP" DATE COLOR: MERLOT TUMBLED GROUT: TBD BY OWNER/DEVELOPER RUNNINGBOND PATTERN AD .3 LO 1-1 to 0 0) 3 0 M I N N c� i V Z o M �// 01) LO U) T O C v - W . Z s- Q LL. U 0 N wX OO � u� Z � Q Wm N ,.: co 06 Z ami o Zcn N W M W (r) 0C) 0 N r CL C/7 W F- O z Q w z w 0 O z 0 n w iii v Ci W w w = z z m w w 's w n ULu L a 0 a C/7 W F- O z Q w z w 0 O z 0 w DATE 3/24/2015 N PA JOB No. 14-2772 / SHEET E 0 4 E i N 2N / OF 12 SHEETS NOTES—: LEGEND. ---------- "' ------ -- ALL STATIONS AND OFFSETS ARE TO BACK OF WALL - = THIS SHEET R/W = RIGHT OF WAY (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS AP = ANGLE POINT TOF = TOP OF FOOTING OTHERWISE NOTED. BC = BEGIN CURVE CTR = CENTER ALL PROFILE STATIONING IS BASED ON CENTERLINE CL = CENTERLINE TOW = TOP OF WALL DATA UNLESS OTHERWISE NOTED. CONC = CONCRETE RETG = RETAINING 44 45 CONST = CONSTRUCTION MAX = MAXIMUM STEP IN WALL TO OCCUR AT PILASTER. EC = END CURVE MIN = MINIMUM J `a FTG = FOOTING CLR = CLEAR SEE DETAIL 2 FOR TYPICAL PILASTER DETAIL. GB = GRADE BREAK WL = WALL STATION rl- co LS = LANDSCAPE TOB = TOP OF BERM 0 FP = FINISHED PAD .J.J DIRECTION OF HDPE J rn rn o o 0) PIPE DRAINAGE 34 vl CONSTRUCTION NOTES 1l INSTALL 4" DIAMETER PERFORATED PVC DRAIN. DRAIN PIPE TO BE INSTALLED ON RETAINING SIDE OF WALL. PROVIDE POSITIVE DOWNWARD SLOPE TO OUTLET. 2Q INSTALL DRAIN THROUGH WALL. MAKE FLUSH WITH STREET SIDE FACE OF WALL AND 4" NDS ROUND GRATED COVER. 0 INSTALL 4" NDS ROUND GRATED COVER. I I MID-SECTION LINE WL 38+16 BGN DRAIN PIPE 1 3h ll III o� ------------- ---------- "' ------ -- S oe ------ ---------� 5 -------- LINE OF SIGHT— ---------------------= -- ----- ��---� - I -" -- - --- --------- ---------- 281.40T ---- ---------- - - ---- --- ----- ----- 179 92; ------------- vN 1 u I oO�Z 41 0; moo= 42 43 I 44 45 0) MN In 46 �0W 0ei-JU) a ooWFW- M.4 -JN Q cn J 0+i +0 CL t� <u) `�' J `a 'F J O a It o -1- zJ O CL � - o< zJ < 0 - !n 3 0 M rl- co C9 co O J 0 0 .J.J o n J rn rn o o 0) rn V) oh Q' N 0) rn C» r- o CD � 3 M o In X �fWWY LOoC Oa coot Na Na. tCCI.,w �w 0tw �a �a c0it 0) w 00 w d I- O MQ ~ to M� cO ~ +� W 0 MQ ~ 1- P_ �` 00 M MQ � +0 + it MIlN +55 Mmn +Q �M1Q a. a. 3aa �MIQ 3CL MQ $a.a �M1Q -IQ SDJ �s'a MQ ?ra WL 40+84 DAYLIGHT DRAIN PIPI _-- -- _ _------ __ LO liffiam'Affal , , , 47 1 1 148 11 149 PHASE 3 M WL 41+47 END DRAINt k�PIPE 41+9 F 5 � BGN DRAIN PIPE 1 1 i 36' 2' 1 ' 22' 1811 _j 0 II awe w ZDV) o � o U W (n o� aof Nco ac � 0: co±W LtJ}" cp±W N- ++ o< +;go< �Q as i•�s'aa a STOCKDALE HIGHWAY JJ p 04 _J J PN _J11 00-1 -t Poo 90.67 ON WALL fO NO J 1_ V_ J J co00 C9 M 0J� C9 J F - O J O J �a 00 3 q OOD L►. N 0 moo 3: vN 3 oO�Z F= 3 00 a cO� 0; moo= a0 Oi cOaw Hd waw I �WZ Q MJ 0) MN In o� c.N Q �0W 0ei-JU) a ooWFW- M.4 -JN Q cn J 0+i +0 CL t� <u) `�' J `a 'F J O a It o -1- zJ O CL � - o< zJ < 0 - PHASE 3 M WL 41+47 END DRAINt k�PIPE 41+9 F 5 � BGN DRAIN PIPE 1 1 i 36' 2' 1 ' 22' 1811 _j 0 II awe w ZDV) o � o U W (n o� aof Nco ac � 0: co±W LtJ}" cp±W N- ++ o< +;go< �Q as i•�s'aa a STOCKDALE HIGHWAY II 00 ,,-,CD JJ p 04 _J J PN _J11 00-1 -t Poo 90.67 ON WALL fO NO J 1_ V_ J J co00 C9 M C7 o C9 J F - J 0 1:!7,d -a �a �� �3L� L►. N 0 - rn OZ O� RJ .+.Z o +z 00� oO�Z O±H r -W ^a �3 Ma Do MW na OD WW 0D �' in in 0- CL tet• cn d-? oo °W' d- 17Q .-Q _j 0JW 0;NQ F- !n 3 } M rl- co C9 co 0 �-3 0 �- 0 M c+0 M M O M 0 M Q O II 00 ,,-,CD JJ p 04 _J J PN _J11 00-1 -t Poo 11 C4 -j " fO NO J 1_ V_ ClR i- V_ 04 F- V_ F- W CA cO 3 3 a' 4 00 3 3 0` c0 CO 3 l t_ Cd r- . �O O L►. N 0 U_ opF.:Z I�o+F= 1�+I� O±H Z +a _, +- z z �?y aW 0a.c)a osra 0- CL tet• d C}... a .tea W W _j 0JW o`3,W~ !n 3 Z ( 3cn C9 co 0 �-3 0 �- 0 .. Q O Q O Q Q a�i! c>` N a n� d0' d0' t `� 2 _4 Q N 43 4ib = --" W ' LINE OF SIGHT � LLJ 3: �50 00 ol �k 08 n W Y W J10 ----------------------- -- ----- - -- - I- --- - _q�_{7_y�-s----- V) 4 329.29' ON WALL J 3 N IL Lq z Q 5 1 1 1 6 �i 0 O �aW'c4a.. 0 V_ IOit +F (fl -to +1 W of — +1— FL ICL W FL �Qa ;a 4 329.29' ON WALL J 3 N IL Lq z Q 5 1 1 1 6 '470 T'I TOW=364.50 TOW=363.83 :364 364 : . . . . . . . . . . . : - - . . . . . : . . . :TOW=363.83. : 117 TOW=363.17 TOW=362.50 . ...•• ..... ._ .......... ........ ............ ................................ ...:362 362 ........:...: ............. ..................... ..... ............. ........ ..................... .....................*......................... .... 360 :............ ........................ ................ I . •--...... ................................... ....360 co I :...:...: :..r 00 o 0 00 . � . I F/N/SHED GRADE PROFILE 358 :...:...:...: : o : o .. ................. ............. .. ............. ...... ..... .. ........ ............ ......... .,�. _ _ _. --� _-� �_ ...... .... 3 = 358 F/N/SHED GR,*4DE P1?CF/LE . f/N/SHED GRAD" PROrILE : (STREET- 5'/DEQ (F/N/SHED f 05 ; . . . . . . . . . . . ,� = _ _/// — _ — — — _, -� . . . . . . . . . . . . . . . . . . . . . , / TOF=357.1 7 . . . . . . . . . . . . . . . . . . . . . FIN/SHED GRADE PROF/LE 356: _ TOF=356.50 l (FINISHED P.ADSJ . . . . . . . • . . . . . .-_- . . ... . .ToF'=35&83 . . . . . . . . . . . . .. . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :356 -=- =- ---------- F TO 356.5 FP ____ FR=355.7. L_• P-355.4 _ ,___ •- _ _ �• 355.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -----_ . . - -- ------ `-- — - - _--____---- --! -- - . c _ FP 355.1 I _ FP 354.9 -- FP -354:8 . . . . . _ . . _ FP -355.0 r P-355. _ - � TOF.-355.17. FP=35.4.7 _� 354. - DES/GN FL'OWL/NE PROF/CE ; ; : TOF=355.17 =354.6 T FP=354:4 .r-. •--- FP=354.4'"'„- ter"'- ---- �--- FP=354.2 r------------ ..�_ ._..._ �.. t__— FP=354_0 . . . . . . . FP 54. _J . . . . . . . . . . . . . . . . . . . . . . .354 ._.._ TOF=353.83 : : : : : : : : : DESIGN FLOWL/NE •PROFILE -- ._ ----- TOF=353.83 ............ .. .............................A........ ... ...... .... ......... C..... ... .......... .. ........G TOF=353.17 ................................................. ..._ : e 1 : f - � - H F . - TOF=353.17 • � D • 11 11 11 11 11 11 11 11 11 3 3 14 H 14 24 12• 385 LFt 123 LFI. . . . . . . . . 109 LFt : LFt . . 1� 11 LFA L•Ft . L•F± . .298 LFf . . . . . . . . . . . . 352 ........LFI-........................................................LFI...... 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 BLOCK WALL PROFILE U dtLUO mO� zvvW`�iz wowa w uwimzwWjLL, Q ++azW WWi2o!mc=" CO) O�1t_CJ2UU C)0Qo ��►W=- �Z�w3w ` o o aa3_0wIxmz z2oM_=- W2w:zo-W ao w�z1- vwYwUNU zU w60, O ug~Q���go�W �ozwo m god zo¢ z�pma�wwa�o� Z0pCLU, afou u-COOZQ of V= U W Z W Q p W F-Zm QZ U W Z W w U w pw o w LL > U g w W�= z Q U Z p y Q_o=coiOaQ�►- �aiW=�z¢�da zp=UfnW 3zi- >OJQ(A pQo� �LLZ- wwo &a�C3 u- Zw'=wom oruwi� c9�oco ZWw Q u' w U a j m wWVowz tn> U T z o M rnto LO o Uj z E `— W -� M > U U =5 32 50 0 U) � .0 vZ �c Q W m r„ CO 06 WZ ad) o co N Z `f WN W _ r: F_ CV CO O 0 0^ N L C �\ z 00 0 .� � I Q as Q+ FL ICL W -N- 0 HORIZONTAL: 1"=50' VERTICAL: 1"=2' '470 T'I TOW=364.50 TOW=363.83 :364 364 : . . . . . . . . . . . : - - . . . . . : . . . :TOW=363.83. : 117 TOW=363.17 TOW=362.50 . ...•• ..... ._ .......... ........ ............ ................................ ...:362 362 ........:...: ............. ..................... ..... ............. ........ ..................... .....................*......................... .... 360 :............ ........................ ................ I . •--...... ................................... ....360 co I :...:...: :..r 00 o 0 00 . � . I F/N/SHED GRADE PROFILE 358 :...:...:...: : o : o .. ................. ............. .. ............. ...... ..... .. ........ ............ ......... .,�. _ _ _. --� _-� �_ ...... .... 3 = 358 F/N/SHED GR,*4DE P1?CF/LE . f/N/SHED GRAD" PROrILE : (STREET- 5'/DEQ (F/N/SHED f 05 ; . . . . . . . . . . . ,� = _ _/// — _ — — — _, -� . . . . . . . . . . . . . . . . . . . . . , / TOF=357.1 7 . . . . . . . . . . . . . . . . . . . . . FIN/SHED GRADE PROF/LE 356: _ TOF=356.50 l (FINISHED P.ADSJ . . . . . . . • . . . . . .-_- . . ... . .ToF'=35&83 . . . . . . . . . . . . .. . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :356 -=- =- ---------- F TO 356.5 FP ____ FR=355.7. L_• P-355.4 _ ,___ •- _ _ �• 355.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -----_ . . - -- ------ `-- — - - _--____---- --! -- - . c _ FP 355.1 I _ FP 354.9 -- FP -354:8 . . . . . _ . . _ FP -355.0 r P-355. _ - � TOF.-355.17. FP=35.4.7 _� 354. - DES/GN FL'OWL/NE PROF/CE ; ; : TOF=355.17 =354.6 T FP=354:4 .r-. •--- FP=354.4'"'„- ter"'- ---- �--- FP=354.2 r------------ ..�_ ._..._ �.. t__— FP=354_0 . . . . . . . FP 54. _J . . . . . . . . . . . . . . . . . . . . . . .354 ._.._ TOF=353.83 : : : : : : : : : DESIGN FLOWL/NE •PROFILE -- ._ ----- TOF=353.83 ............ .. .............................A........ ... ...... .... ......... C..... ... .......... .. ........G TOF=353.17 ................................................. ..._ : e 1 : f - � - H F . - TOF=353.17 • � D • 11 11 11 11 11 11 11 11 11 3 3 14 H 14 24 12• 385 LFt 123 LFI. . . . . . . . . 109 LFt : LFt . . 1� 11 LFA L•Ft . L•F± . .298 LFf . . . . . . . . . . . . 352 ........LFI-........................................................LFI...... 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 BLOCK WALL PROFILE U dtLUO mO� zvvW`�iz wowa w uwimzwWjLL, Q ++azW WWi2o!mc=" CO) O�1t_CJ2UU C)0Qo ��►W=- �Z�w3w ` o o aa3_0wIxmz z2oM_=- W2w:zo-W ao w�z1- vwYwUNU zU w60, O ug~Q���go�W �ozwo m god zo¢ z�pma�wwa�o� Z0pCLU, afou u-COOZQ of V= U W Z W Q p W F-Zm QZ U W Z W w U w pw o w LL > U g w W�= z Q U Z p y Q_o=coiOaQ�►- �aiW=�z¢�da zp=UfnW 3zi- >OJQ(A pQo� �LLZ- wwo &a�C3 u- Zw'=wom oruwi� c9�oco ZWw Q u' w U a j m wWVowz tn> U T z o M rnto LO o Uj z E `— W -� M > U U =5 32 50 0 U) � .0 vZ �c Q W m r„ CO 06 WZ ad) o co N Z `f WN W _ r: F_ CV CO O 0 0^ N L C �\ z 0 U W 0 lK L W W \ 0.. 9 ?> w w w w L c>` LL a n� �;�\NEERco * b/ N CL W 3 CJ v cw dam, ial U z 0 U W lK N DATE 3/24/2015 N PA JOB No. 14-2772 / SHEET E 0 a E N N OF 12 SHEETS NOT S: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. SEE DETAIL 1� FOR TYPICAL PILASTER DETAIL. ------- --------- 5 1 161 II 7 - = Q AP = ANGLE POINT BC = w I5 4 I W I --- Y W Co U V) L- ____ WL 46+05 ____. _ BGN DRAIN PIPE ------- --------- 5 1 161 II 7 LEGEND - = THIS SHEET AP = ANGLE POINT BC = ¢ CL = CENTERLINE CONC rn� CONST = CONSTRUCTION �Z dam' N O GB = GRADE BREAK 0=►ocr LANDSCAPE W)Ir 0cr r - a C3 X 10 Lo to in UJ *M'3Jaa.. 3a L---------- J/ 0--.1*a d' J N I Q Q LEGEND - = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE FP = FINISHED PAD R/W = RIGHT OF WAY TOF = TOP OF FOOTING CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION TOB = TOP OF BERM _.. DIRECTION OF HDPE r - PIPE DRAINAGE CONSTRUCTION NOTES M INSTALL 4" DIAMETER PERFORATED PVC DRAIN. DRAIN PIPE TO BE INSTALLED ON RETAINING SIDE OF WALL. PROVIDE POSITIVE DOWNWARD SLOPE TO OUTLET. M INSTALL DRAIN THROUGH WALL. MAKE FLUSH WITH STREET SIDE FACE OF WALL AND 4" NDS ROUND GRATED COVER. M INSTALL 4" NDS ROUND GRATED COVER. STOCKDALE HIGHWAY IV 329.29' ON WALL pfRJ 120.88' ON WALL f,�:LL. a p I I II I N Z o 0) F.Z (+D O,- 00a. h Q nW~ ,' O W 0� NC ,9JN V)00 LL r - to z O L6 I , \ 0) to4- L---------- J/ 00 d' J N I Q Q o C:.Go d4 0 tq 3 t~il a Q= a 9 50+00.0 — AC7—BQRY — _•,_ _• — -• _- 4 48 i 49+96.41/— t4) CL IN V) I� WL 49+07 DAYLIGHT DRAIN PIPE _I= SEE CORNER MONUMENT WALL DETAILS 550.00' LINE OF SIGHT aim `^ i. \Hf It 171.0 ' II r 11 /II II 8 9 10 1! 11 N N 111% p , � , 11r 1 1 0' 11' 34 ' ►- Imo- \ \ 1~ 1 1 - _-- 34' I , I' 27 � Lu 0 o a 0 ; O _J JQ J Q _J- QO I �I J 12 11 't coo to °' ;� 0 co 3: 30 v o o m o g STOCKDALE t RAN \ CH LoX � ox ccoon�• nX 0w "tcr,rnac v-OfV) reqnaoc'�' ORIS SEE 0 .* (!) ^ w U) U) N v U3 a+o'w— V) acs � co 0+o V) p� w�' 0) 0) cn U) n* w�=' SHEET 6 6 Q d. Q .}. J C9 �t ¢ d d. Q .{. dcn d- C.9 d. __..,ttcn< r j PHASE 3 STOCKDALE HIGHWAY IV 329.29' ON WALL pfRJ 120.88' ON WALL f,�:LL. a p 1 N Z o 0) F.Z (+D O,- 00a. h Q nW~ ,' O W 0� NC ,9JN V)00 LL r - to z O L6 < N 0) to4- 3 00 d' NF- pfRJ a U, w ww f,�:LL. a p N cO� Z r + o + l- 1 00a. o,*a 0 + '' Z LL r - Q co 0) z � 0 > 3 00 J N -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 1 I I I —a J 3 z t9 w m 1N STOCKDALE HIGHWAY SEE SHEET 3 Iol I O0 00 J �✓ Lo � N CL Ix + PHASE 3 ALL' ;g<8TREET CORNWALL J O , O JJ 4 apt - F- pp d Q 0 3 + J .- 0+a 0Q 0 =�Z mZMow CL 0) d H06 + 362.60 362 :...:...:...:...:.. I.1 :...:...:...;...:362 I 1 ' 1 1 TOW=361.17! : . . . . . . . . 1 TOW=360.50 , W r , 360. ... ... ... . . . . . .... ;.,..:...:...:...:....360 1 I .................. .: . ...1 : ............... J 358:...:...: .......... wl :............ :358 w.I . _' Q .0 (n . . . . . . . . . . . . . . . . . . . I '. 00 W 1 ,� FIN/SHED GRADE PROF/L� D) 00 O 356- :.1./.,. :...:...:...'356 , W M , . . . . . . . . . . . . . . . . . . 1 . . .. . . . . . . . . . . . . . . . _ . ' r ' FINISHED GRADE PROF/LE ,— (F/NISHED PADS) , W 354 ............:...:f- FP3. _, i :...:...:...:354 I . . . . . . . . . . . . . . - • . 70F=353.17. . . . . . . . . . r..TOF=352.50 ES/GN FLOWLINE PROF/LE .352 . L48 LF# 1.0+00 i 1.+00 12+00 tto - JcA FO-- CD -_j i�0 J J Qui 6-6 Q f- Q Q X300 03 IxN33 .!. z OZO�±Z 0 v -z w� CL0 0° cin 0- W 06 v stn ............... ............:.................................... v- 368........ .......... : : N ......I ................... .............. .± 368 ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . TOF=364.50 --------- , , 364 :....... ..... ........... ..... .......' ................................364 362: -362 1 U-1 : : TOW=361.17' ........ ................ , , I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW= 360.50 M 362:...:... :...: .................................362 Cr 360:...:.............. ... . w{. :360 I CL .1 co � � 1 ter....... ........... ..... J , I � � � W F/N/SHED GRADE PROF/LE 360* ...:... r 0° . �. ...:...:...:...:...:...:...:360 35$ : : : : : : i : : (F/N/SHED PROS) - 358 00 ' Y . f/NlSHE`D GRADE PROF/LE � LIiJ i _ 0- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. (STREET SIDE) . .i . . . . 60. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /U•� . . . . . . . . . . : ao 358 _ _ _ �. _ — -1 . . . . . . . . . . . . . . . . . . . ..T. . . . . . . . ' . I . 1 _ _.— : T ----- .: ......................:...:358 m 356........:...:...:.. : t, :...:...:...:356 : I FINISHED GRADE PROFILE : : : i i I r f F/N:ISHED 1RADE PROF/LE (FIN/SHED PADS) , I i (STREET S/D0 ........ ..... T•OF=357:17..... I......... ..... .......................... ... .I. ................. I FP=356.3 , 356* ....... ...: I fP=356.,. : : . 356 Lil 354: :354 FP=355.7 FP=355.8 _ F�=3 5:9 ��------- . ---- ----� ./- . . . . . . . . . . . . - -/- TCF=355.83 i TOF=355.83 , DESIGN FLOWIMC PROFILE . . . . . .DESIGN FL . . . .PROF/. . . . . . . TCF=355.17 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / -� . '' OF -3 3.17 12 _ ' TOF=352.50 .i 354........ 105 LFt ..... �Ft ............... . . CF± 39................... LF ... 3� r..Ff ..........................................354 352 :........... 15 24 20 '352 /. LFf LF# LFt . . . . . . . . 45+00 46+00 47+00 48+00 49+00 50+00 51+00 10+000 11 +00 12+00 BLOCK WALL PROFILE REVISIONS „APPR VED: FRED W. PORTER DATE RCE 33448—����� IIAA '+q 4's -Ig MARIAN P. SHAW DATE RCE 32178 rr-c-ofzo fi�L Kc-11-m&o A St•1owQ oki -n4is swer-T .sol y RECORD DRAWING - 27— /S DATE BY% FREED W. PORTER, RICE 33448 EXR 0v_ pwLLLL wLL ZoW� 0°p=' U z w p w g w -'r-0 z tgizU►�-z�W=o- zv�Ow'o d �u w a�at-zatrz- Gz-i-a ado�c�rxzp w %wwowwzwwzo V5 Z ct ww Vsr4� .612 CwF-al0 aiEz22`m-doom q�Owo�UpUoOC avd�tw-w a �aicw.�0rr©ZO > U O� d m p Z U w w p 52 �O-w'-Up`(L z ���z��'zo j azo=>p�o�G gwJlWw mom w QptyowtZtf(J,)sT0�C0 t- IL pal-U0CC CORNER MONUMENT WALL DETAILS I STOCKDALE HIGHWAY I _ I I 1 1 li / II I� ►I'�I z Lu o l� l it I O I PLAN VIEW — ------- ___-------- ________ ___-----------_-- _ I ---- -- I I I I I tockdalei s P ver%nch j I DECORATIVE CONCRETE CAP PER LANDSCAPE PLANS TJ L— t — t DECORATIVE BRICK VENEER PER LANDSCAPE PLANS ' ELEVATION DECORATIVE CONCRETE CAP PER LANDSCAPE PLANS I ,y TOW=357.16 I o 0 BRICK VENEER1#4T "�' ,- +I I ' l La m ^ z CONT. TYP. O _ cn z M i I co I R _I p X FGWATERPROOF g A SURFACE TO FG N TOF=355.83cN I t #4 @ 48"0. C.''o > #4 CONT. TYP. (2 TOTAL)4 3" TYP. 8" 10" I LANDSCAPE WALL SECTION I , q. N.T.S. d z 01) LoLo t� W z iv- < w cl �m N o X 4=- u - C!) z Y Q Wm C14, �: co 06 _z N 0 cr5C�5N W w (M F— N Co O O O `V r Q - L i 0r- a U, w ww z, ¢{ a p W LL- 00 o w a a`n�o Qua°° l- 1 '- ' 0 + '' Z LL r - 1N STOCKDALE HIGHWAY SEE SHEET 3 Iol I O0 00 J �✓ Lo � N CL Ix + PHASE 3 ALL' ;g<8TREET CORNWALL J O , O JJ 4 apt - F- pp d Q 0 3 + J .- 0+a 0Q 0 =�Z mZMow CL 0) d H06 + 362.60 362 :...:...:...:...:.. I.1 :...:...:...;...:362 I 1 ' 1 1 TOW=361.17! : . . . . . . . . 1 TOW=360.50 , W r , 360. ... ... ... . . . . . .... ;.,..:...:...:...:....360 1 I .................. .: . ...1 : ............... J 358:...:...: .......... wl :............ :358 w.I . _' Q .0 (n . . . . . . . . . . . . . . . . . . . I '. 00 W 1 ,� FIN/SHED GRADE PROF/L� D) 00 O 356- :.1./.,. :...:...:...'356 , W M , . . . . . . . . . . . . . . . . . . 1 . . .. . . . . . . . . . . . . . . . _ . ' r ' FINISHED GRADE PROF/LE ,— (F/NISHED PADS) , W 354 ............:...:f- FP3. _, i :...:...:...:354 I . . . . . . . . . . . . . . - • . 70F=353.17. . . . . . . . . . r..TOF=352.50 ES/GN FLOWLINE PROF/LE .352 . L48 LF# 1.0+00 i 1.+00 12+00 tto - JcA FO-- CD -_j i�0 J J Qui 6-6 Q f- Q Q X300 03 IxN33 .!. z OZO�±Z 0 v -z w� CL0 0° cin 0- W 06 v stn ............... ............:.................................... v- 368........ .......... : : N ......I ................... .............. .± 368 ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . TOF=364.50 --------- , , 364 :....... ..... ........... ..... .......' ................................364 362: -362 1 U-1 : : TOW=361.17' ........ ................ , , I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW= 360.50 M 362:...:... :...: .................................362 Cr 360:...:.............. ... . w{. :360 I CL .1 co � � 1 ter....... ........... ..... J , I � � � W F/N/SHED GRADE PROF/LE 360* ...:... r 0° . �. ...:...:...:...:...:...:...:360 35$ : : : : : : i : : (F/N/SHED PROS) - 358 00 ' Y . f/NlSHE`D GRADE PROF/LE � LIiJ i _ 0- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. (STREET SIDE) . .i . . . . 60. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /U•� . . . . . . . . . . : ao 358 _ _ _ �. _ — -1 . . . . . . . . . . . . . . . . . . . ..T. . . . . . . . ' . I . 1 _ _.— : T ----- .: ......................:...:358 m 356........:...:...:.. : t, :...:...:...:356 : I FINISHED GRADE PROFILE : : : i i I r f F/N:ISHED 1RADE PROF/LE (FIN/SHED PADS) , I i (STREET S/D0 ........ ..... T•OF=357:17..... I......... ..... .......................... ... .I. ................. I FP=356.3 , 356* ....... ...: I fP=356.,. : : . 356 Lil 354: :354 FP=355.7 FP=355.8 _ F�=3 5:9 ��------- . ---- ----� ./- . . . . . . . . . . . . - -/- TCF=355.83 i TOF=355.83 , DESIGN FLOWIMC PROFILE . . . . . .DESIGN FL . . . .PROF/. . . . . . . TCF=355.17 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / -� . '' OF -3 3.17 12 _ ' TOF=352.50 .i 354........ 105 LFt ..... �Ft ............... . . CF± 39................... LF ... 3� r..Ff ..........................................354 352 :........... 15 24 20 '352 /. LFf LF# LFt . . . . . . . . 45+00 46+00 47+00 48+00 49+00 50+00 51+00 10+000 11 +00 12+00 BLOCK WALL PROFILE REVISIONS „APPR VED: FRED W. PORTER DATE RCE 33448—����� IIAA '+q 4's -Ig MARIAN P. SHAW DATE RCE 32178 rr-c-ofzo fi�L Kc-11-m&o A St•1owQ oki -n4is swer-T .sol y RECORD DRAWING - 27— /S DATE BY% FREED W. PORTER, RICE 33448 EXR 0v_ pwLLLL wLL ZoW� 0°p=' U z w p w g w -'r-0 z tgizU►�-z�W=o- zv�Ow'o d �u w a�at-zatrz- Gz-i-a ado�c�rxzp w %wwowwzwwzo V5 Z ct ww Vsr4� .612 CwF-al0 aiEz22`m-doom q�Owo�UpUoOC avd�tw-w a �aicw.�0rr©ZO > U O� d m p Z U w w p 52 �O-w'-Up`(L z ���z��'zo j azo=>p�o�G gwJlWw mom w QptyowtZtf(J,)sT0�C0 t- IL pal-U0CC CORNER MONUMENT WALL DETAILS I STOCKDALE HIGHWAY I _ I I 1 1 li / II I� ►I'�I z Lu o l� l it I O I PLAN VIEW — ------- ___-------- ________ ___-----------_-- _ I ---- -- I I I I I tockdalei s P ver%nch j I DECORATIVE CONCRETE CAP PER LANDSCAPE PLANS TJ L— t — t DECORATIVE BRICK VENEER PER LANDSCAPE PLANS ' ELEVATION DECORATIVE CONCRETE CAP PER LANDSCAPE PLANS I ,y TOW=357.16 I o 0 BRICK VENEER1#4T "�' ,- +I I ' l La m ^ z CONT. TYP. O _ cn z M i I co I R _I p X FGWATERPROOF g A SURFACE TO FG N TOF=355.83cN I t #4 @ 48"0. C.''o > #4 CONT. TYP. (2 TOTAL)4 3" TYP. 8" 10" I LANDSCAPE WALL SECTION I , q. N.T.S. d z 01) LoLo t� W z iv- < w cl �m N o X 4=- u - C!) z Y Q Wm C14, �: co 06 _z N 0 cr5C�5N W w (M F— N Co O O O `V r Q - L i W a U, w ww = a p W LL- w a o w a a`n�o Qua°° DATE 3/24/2015 PA JOB No. 14-2772 SHEET 4R 1 OF 12 SHEETS a a`n�o Qua°° ac��ca. LL z � 0 > 3 J N co Q Q o C:.Go d4 0 tq 3 t~il a Q= a DATE 3/24/2015 PA JOB No. 14-2772 SHEET 4R 1 OF 12 SHEETS a NOTES—: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. SEE DETAIL 12 FOR TYPICAL PILASTER DETAIL. LEGEND — = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE FP = FINISHED PAD I I J I L-----------����i c vk;KDALE RANCH w DRIVE . W WQ SEE SHEET 6 PHASE 3 STOCKDALE HIGHWAY v 329.29' ON WALL Z a= W f1c)JW Q NOTES r M = RIGHT OF WAY 0 INSTALL 45 TOF LIN`F Y W `° WL 46+05 yj BGN DRAIN I I J I L-----------����i c vk;KDALE RANCH w DRIVE . W WQ SEE SHEET 6 PHASE 3 STOCKDALE HIGHWAY v 329.29' ON WALL Z a= W f1c)JW CONSTRUCTION NOTES R/W = RIGHT OF WAY 0 INSTALL 4" DIAMETER PERFORATED PVC DRAIN. DRAIN TOF =TOP OF FOOTING f I-a.a PIPE TO BE INSTALLED ON RETAINING SIDE OF WALL. CTR = CENTER L6 PROVIDE POSITIVE DOWNWARD SLOPE TO OUTLET. TOW TOW =TOP OF WALL. 0 INSTALL DRAIN THROUGH WALL. MAKE FLUSH WITH RETG=MAXIMUM V) ..3-i 0 STREET SIDE FACE OF WALL AND 4" NDS ROUND MAX z O 0O GRATED COVER. MIN = MINIMUM F3 INSTALL 4" NDS ROUND GRATED COVER. CLR = CLEAR 360 ........................... = WL = WALL STATION a . I w;:...:...:.......:360 TOB = TOP OF BERM � W W � DIRECTION OF HDPE PIPE DRAINAGE LLI W LL I I J I L-----------����i c vk;KDALE RANCH w DRIVE . W WQ SEE SHEET 6 PHASE 3 STOCKDALE HIGHWAY v 329.29' ON WALL Z a= W f1c)JW 120.8$' ON WALL Q N O 41~i. M to 1 00 '- L~i LY_ Z o 3 N L~i Ir`— Z °C rn} 3 f I-a.a �r- a. �0- 00a. ola L6 z. < + v- I1 O� NAV ± V O -i §! V) ..3-i 0 Z cD z z O 0O Q ui N < O Q co TOW=360.50 to 360 ........................... = -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 368:.--:... ................ ................ ............... ......... .......................:...:...:...:...:368 TOF=364.50 364:....... ................ ........... ..... .364 , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362:...:........ ........... :...:...:. :... :...:...:...:.. 362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 . . . . . . . .I . . . . . . . . . 00 360'...:... :...: :...: :...:...: ..... ." �,.� . .� :............... �... ... .............;......;...;360 00 LiJ j WISHED GRAQE PROF/LE W . . (STREET S/DE) . . . . . . . . . . .I . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358'�...-.-. .•... .. :....�.•....._.--.. ---- = — — --- -i ;.. ....... ... ..........................358 : FIN/SHED GRADE PROF/LE (FINISHED PADS \ { I I ........ ..... TOF=357:17..... ..I......... ..... .........................i........i................................ I 356. . . . . . . . I . . . . . . . . . . . . . . FP=356.3 I ---L fP=356.1 356 'FP=355.8 FP=3 5,9 __�----- I . FP=355.7 -`" '— --- ----- .r. J • FP=3555 r'------`-- �- TOF=355.83 . __ FP _355.3_-.J -------------' TOF=355.83 : TOF=355.17 : DES/GN FLOWL/NE PROF/LE. 12 354. .105 LF . . . . . . . LF . . . . . . . . . . . . . . . . . CFt . . . . . . . . . . . . . . . . LF . . . 3;0 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 45+00 46+00 47+00 48+00 49+00 50+00 51+00 BLOCK WALL PROFILE I I I I I I 1 I I I I 1\ 1 I �---- 60' — ,0+00.00 C �60'— i F -J f1c)JW .................... I . O Z O ± J 065 Mm 0 — ct a - �r- v J 0 O a, z. < + v- I1 0 ± ;;Z ` i 15' —jTOW=361.17 49 -- 59.41` F---- STOCKDALE HIGHWAY SEE SHEET 3 1 I � 55' OC llz5,, 48' 0 J, 00 06 �! OZ 0 veq 0< +0 0 V) Q PHASE 3 O� ±3Q -J LL TREET CORNWjfkLL `n¢a> rn J oo -j06¢d S�' 0 m -i ;34. ov-u oho:z 3 00 z K) w r G Q c TpW=362.50 . 362;...;...;...;....... ;.�..;...;...;...;...:362 TOW=361.17 , : I TOW=360.50 w I 1 360;...;...;'''*''.;.. . ;.1.......................360 O cr- ................... .. . ..I................... J 358:'..;...:...;...;.. _.� ;...;...:...;...:358 Q 0 ................... :...:...:...: �W of (w F//V/SHED 'GRADE PROF/Lt i /,� (STRE`ET S/DE) co (. . 356'• ..--;---... ... ;...........:356 m................... .. . .................. FINISHED GRADE PROFILE f- I (F/N/SHED PADS) I W J . . . 354............:...;�- FP 3 ;...;...;...:354 . . . . . . . . . . . . . . . . . TOF=353.17 . . . . . . . . . . . . . . . 352:...;...;...;�'�.. . . . . . . . . . . . . . . . . . . . 10+ 00 -spa)F=352.50 FLOWL/NE FROF/LE ;. o... ;...;...;...;...:...;352 11 48 LFt 11 +00 1*2+00' _-Jc)p(7) <J �mJJ ui u- ai ¢ 1- c ; <t a 3a0z03 XN33 Ko z O± — Hz 0) N U 0 LL LL Q a U a w o w ~VOw.Z wpWQ z LLI Z f- �mtsOF��ia a zc��Z�woO a=uz,Zc') o a 0 zo J U w w o~ w Q w W,iv 3 Z a>> Z Z U 0 W �aoo��ga�wz Q O'VPiz - zzswawa�gmzaoc C9a30co-O!R a- uj itw(?�xvwir LAJ W LLF-Z?LL, LL �m 0 0 2 w Z p z�0wo.¢'08 zap2ffiM•wx0000. � OQoaF�oo�0 UFz¢oW C�¢Zo;'�LO LL m a.W, x z¢ w w O uoi z-aOwc)pa -I--F- Q In x J W W O �oi�Nwia w 3zt-x>o�pv�� oa o yLL z - ca��ww'w7:wro W0�ZZ'Rawtp�Q" m<"iQWwU_oj NOTES: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. SEE DETAIL EF FOR TYPICAL PILASTER DETAIL. �t°akto w J to Ew •- O + N J O NQ 0 to _jto zona v W M co P7 to Lo //,r Itoo W O Lo to + J MR LEGEND " = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE FP = FINISHED PAD to w O in co Of toJ dq'N + J TOW = TOP OF WALL R/W = RIGHT OF WAY TOF = TOP OF FOOTING CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION TOB = TOP OF BERM ZO � DIRECTION OF HDPE w ow:�w`nU�= Z li PIPE DRAINAGE co to to cWr Q (n to + _J r 00 a + J � ?r• 5 ~ LL M Q O F- �N �-1� I1 00 JLL' to FW- + J 00 t t r Z N Q \ 353'3 13 -� + a 00 < 1-- . < --.w J u f - rn Q k N 00 Q Goo a N .Q cS7 3 00 50 `' p - O Q _! to N 1-- Q 11 r7 JLL' to J[L' O 1� 4 ^� J 04 fn + _J Oi + O 000ri o±�='`:�+3A W C�-~-�tri3(�n�d �Cnoi( �N N� �a�a3Q t+n- a0OD'�' + °�° o oo a Q- 1-- '� n h Q O + F- --► co a ao 43• i 12 co i tri J W r�r.' Oo aLL O ,- ;� + �` ;� + _1 + + `.� �+ J o a a ` Lo J h W I�- U J to 0 0..a.. v v4 as M a pMp ap �- to W � � � 4 � \ .� x 0 106-36' _ m N 1 n N '`� co to 00 ZS Zz °0 Z �' 8 � �' �S' �' rn z�`D \ %� 76 / M U d r... in O Z co ZLo 11 0 to Q � Q N -� . � -v tlN c*4 04 kl g ��� ��_�!�►�_ -�_- ` ,--o - '___©- - __- _ ,5•�;�.���.f 00 �00 �� 4 _450.00'LINE / _ ,,,�•,-v �� � i� %' � ` "^ _ � `� � / O • � � ti .ti - y-"►.�."•.' �� _ - �.._ .� � i � \ LTi ' - _ _ _ _ _ .� / � 9-2, ��'93- --- - ----------- �+ -�= _ OF 450.00' LINE OF +14.79 g6 50 ��;`, \ �� 5° ---- ` Fes- .__ ``__�-i` 82 82+04.92 F� w w / �' 8 85 - �� - ..i�' 55 _4x °S, �/ to 4�Q.00 UNE OF SIGHT ------- i= = 8.} = = �`' _ 8{4--- _ 54 51 / 2.00, 'x'01 6 ` -_ N 1 1 _ " - --- 450.00' UNE OF SIGHT h° cr ` ✓ - _'- =i i,_ _- zz 2.0 53 ___________ __--------- _-_----_ - ---------- --__--___ �',�� ---___ o ------------- ----------------- ?�,,;, 52 � 2 lI 2.036, 3600 ' 51 N 0 78 82 1 22' 22' $ Q 79 80 81 41 rn D HORIZONTAL: 1"=50' Oa) VERTICAL: 1"=2' TOr- BE CONSTRUCTED WITH PHASE 1 = Crn m�u0 STOCKDALE RANCH DRIVE z (NORTH/WEST WALL) ^co-� Ow NO 11 NJ NJ NJ IIco -io 1100) to C9 IIrnJC9 O)O rnC9 rnJ JtM3 0ti t]0,� �pQ �Q 4Q h^-�Qt~i F^-OQ h^ -NQ HcoQ� trite �H 'LoJh- tr)H to F- toJ r,N�10-::�-J.J �w co 3 3 3 -� 3 J co J 11� tri U F- Q �. o+� +z �J co d O K) Z - co d-� t- 0Z to ��3�. \ cfl�' d J^Qla. J�Q O tO J + O + U + .� + + - J J J co tT 0) 3 N 00 Q Z O '- eF + ,t} ♦ + J + Z Z - ��Z ^� r3 coOr[>D 000- 0` 000~a 00a a M I_ 00 Q b� Q toQ co to- h1-= I-= Z ul �.1 (L �J w ttoo w Ki r'. W rte•' °0 � °° °' 3 °0 � °0 3 � 00 a 3 00 3 ao a oo Z � t[i� a a � 00 ,a, OC) CL m � Z LTi ;g ?r F- �. � Ln v5 -1 �^.r J %,O; Lq z ;9 3 Z 0 J Z Z w W to W � to W w cn co 0 O - - -t !' 1- %. J to %_. ,-1cr . . . . . . . . . . .tQ . . . . . Ll. N 00 Z co Z tT Z co Z a 0 (n C9 Z t+i .00 N Q. 00. Q . 0. . Q . st .� . . . . . . . . . . . . . . . . . . . . . . a' 01. . Q a- LL Z Lo Q 362:.. ....... .� :...:...:...:...:...:...:...: 0+. ± ± : :+ + m o W M N N + + + :362 00 �. .� . 00. .... 00. . ............ TOW=360.50 : TOW=359.83. TOW=360.50 TOW=359.83: . . . . . . . . . . . . . . . . . . . . . . . . TOW=360.50 . . . . . . . . . . . . . . . . . . 360 ..........row=359.83 . . . . . . . TOW 59.83 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . .TOW=359:83 . . : . . : . . : . . . : . . :360 ................... TOW=359.17 . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . .TOW=359.17 358:...:...:.................................. .................: ... .............. ..... ........... : :...:...;. :...:...:...:....358 :...:...:. .:...:...:...:...:...:...:.....o.:...:•-- ............ .......................... ..... .................. 356:.......:... ..:...:...:. : : �..:..Q: :...:...:...:...:� :...:..o: ..............0.............:�..:...:...:� .... .� ...................356 co 00 I .... I GRADE PROFILE F/N/SHED GRADE PROF/LE .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -a� (F/N/,SHED P{40S� (STREET 5`/DEJ F/NtSHEO GRADE PROF/LE rn 354. --. - FINISHED GRADE' PROF/LE . �- -:-�� - _ ^ .. . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (STREET S/DE� (F/N/SHED P.4OSJ 354 .... FP=353:3 _ ------ -- - --- - ----- FP=353.2 17-- . - . . . . . . . . . . . . . . . . . . TOF=353.17 . . . . . . . . . . . . --- --- FP=353.0 -L - - - - - -- _ _��-----.-�FP=3 -- - - - - - 1-r. �. - - _ _ - 5- \ _ . / FP 52.9- FP=352. _ -` .... \ : : % TOF=351.83 - - �G:-� : - - '�` -- --- - TOF=352.50 ��-__- FP _35 _ TOF=352.50 - - - FP=352.3 I - _- - --- P= .9 : 1 : TOF=351.83---------.--- TOF=352.50 TOF_ 51.83 :352 _ FP=352.0 _�. ,3 =351 - -- - F- ---------_ ---- _ - -- - - . . . . . . . . . TOF 83 •TO =350.50�___FP 351_6 ____ --- D WL/ O �_ _ FP. 51.7 '� ES/GN FLD NE PR F/LE FP 351.5 TOF-351 83 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF-350:50 F/N/SHED GRADE PROFILE DESIGN FL PROFILE' e f . D TOF=351:17 . . . ...r ... 350. . 30 r F k . .1761 LFt 11 11 11 3 /. �+ &Fcl: - 1 . . . . 284 LFt . . . . . . . . . . 60 LFt -+.� 29 -.•�--�,.ILft . �t Wil. .I "'tFt� 30• L. . . . . . . . . . . . . . . . . . . . . . . . . . 3 28 73 IF . 30 31 . . Lft .LFt :350 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 ; 82+00 ; 83+00 84+00 85+00 86+00 87+00 88 0 +0 89+00 NORTH/WEST BLOCK WALL PROFILE w 1l IZ W v itw CL L0 0 rn 3 ti 0 n U N N 0 i \ y CURVE TABLE CURVE RADIUS LENGTH DELTA 10 u ix �t O+U O 0) m m< to Q N Ix (V W M K) (n + co 5 ~ LL M Q O F- �N �-1� I1 00 JLL' to FW- + J 00 t t r Z N Q \ 353'3 13 -� + a 00 < 1-- . < --.w J u f - rn Q k N 00 Q Goo a N .Q cS7 3 00 50 `' p - O Q _! to N 1-- Q 11 r7 JLL' to J[L' O 1� 4 ^� J 04 fn + _J Oi + O 000ri o±�='`:�+3A W C�-~-�tri3(�n�d �Cnoi( �N N� �a�a3Q t+n- a0OD'�' + °�° o oo a Q- 1-- '� n h Q O + F- --► co a ao 43• i 12 co i tri J W r�r.' Oo aLL O ,- ;� + �` ;� + _1 + + `.� �+ J o a a ` Lo J h W I�- U J to 0 0..a.. v v4 as M a pMp ap �- to W � � � 4 � \ .� x 0 106-36' _ m N 1 n N '`� co to 00 ZS Zz °0 Z �' 8 � �' �S' �' rn z�`D \ %� 76 / M U d r... in O Z co ZLo 11 0 to Q � Q N -� . � -v tlN c*4 04 kl g ��� ��_�!�►�_ -�_- ` ,--o - '___©- - __- _ ,5•�;�.���.f 00 �00 �� 4 _450.00'LINE / _ ,,,�•,-v �� � i� %' � ` "^ _ � `� � / O • � � ti .ti - y-"►.�."•.' �� _ - �.._ .� � i � \ LTi ' - _ _ _ _ _ .� / � 9-2, ��'93- --- - ----------- �+ -�= _ OF 450.00' LINE OF +14.79 g6 50 ��;`, \ �� 5° ---- ` Fes- .__ ``__�-i` 82 82+04.92 F� w w / �' 8 85 - �� - ..i�' 55 _4x °S, �/ to 4�Q.00 UNE OF SIGHT ------- i= = 8.} = = �`' _ 8{4--- _ 54 51 / 2.00, 'x'01 6 ` -_ N 1 1 _ " - --- 450.00' UNE OF SIGHT h° cr ` ✓ - _'- =i i,_ _- zz 2.0 53 ___________ __--------- _-_----_ - ---------- --__--___ �',�� ---___ o ------------- ----------------- ?�,,;, 52 � 2 lI 2.036, 3600 ' 51 N 0 78 82 1 22' 22' $ Q 79 80 81 41 rn D HORIZONTAL: 1"=50' Oa) VERTICAL: 1"=2' TOr- BE CONSTRUCTED WITH PHASE 1 = Crn m�u0 STOCKDALE RANCH DRIVE z (NORTH/WEST WALL) ^co-� Ow NO 11 NJ NJ NJ IIco -io 1100) to C9 IIrnJC9 O)O rnC9 rnJ JtM3 0ti t]0,� �pQ �Q 4Q h^-�Qt~i F^-OQ h^ -NQ HcoQ� trite �H 'LoJh- tr)H to F- toJ r,N�10-::�-J.J �w co 3 3 3 -� 3 J co J 11� tri U F- Q �. o+� +z �J co d O K) Z - co d-� t- 0Z to ��3�. \ cfl�' d J^Qla. J�Q O tO J + O + U + .� + + - J J J co tT 0) 3 N 00 Q Z O '- eF + ,t} ♦ + J + Z Z - ��Z ^� r3 coOr[>D 000- 0` 000~a 00a a M I_ 00 Q b� Q toQ co to- h1-= I-= Z ul �.1 (L �J w ttoo w Ki r'. W rte•' °0 � °° °' 3 °0 � °0 3 � 00 a 3 00 3 ao a oo Z � t[i� a a � 00 ,a, OC) CL m � Z LTi ;g ?r F- �. � Ln v5 -1 �^.r J %,O; Lq z ;9 3 Z 0 J Z Z w W to W � to W w cn co 0 O - - -t !' 1- %. J to %_. ,-1cr . . . . . . . . . . .tQ . . . . . Ll. N 00 Z co Z tT Z co Z a 0 (n C9 Z t+i .00 N Q. 00. Q . 0. . Q . st .� . . . . . . . . . . . . . . . . . . . . . . a' 01. . Q a- LL Z Lo Q 362:.. ....... .� :...:...:...:...:...:...:...: 0+. ± ± : :+ + m o W M N N + + + :362 00 �. .� . 00. .... 00. . ............ TOW=360.50 : TOW=359.83. TOW=360.50 TOW=359.83: . . . . . . . . . . . . . . . . . . . . . . . . TOW=360.50 . . . . . . . . . . . . . . . . . . 360 ..........row=359.83 . . . . . . . TOW 59.83 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . .TOW=359:83 . . : . . : . . : . . . : . . :360 ................... TOW=359.17 . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . .TOW=359.17 358:...:...:.................................. .................: ... .............. ..... ........... : :...:...;. :...:...:...:....358 :...:...:. .:...:...:...:...:...:...:.....o.:...:•-- ............ .......................... ..... .................. 356:.......:... ..:...:...:. : : �..:..Q: :...:...:...:...:� :...:..o: ..............0.............:�..:...:...:� .... .� ...................356 co 00 I .... I GRADE PROFILE F/N/SHED GRADE PROF/LE .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -a� (F/N/,SHED P{40S� (STREET 5`/DEJ F/NtSHEO GRADE PROF/LE rn 354. --. - FINISHED GRADE' PROF/LE . �- -:-�� - _ ^ .. . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (STREET S/DE� (F/N/SHED P.4OSJ 354 .... FP=353:3 _ ------ -- - --- - ----- FP=353.2 17-- . - . . . . . . . . . . . . . . . . . . TOF=353.17 . . . . . . . . . . . . --- --- FP=353.0 -L - - - - - -- _ _��-----.-�FP=3 -- - - - - - 1-r. �. - - _ _ - 5- \ _ . / FP 52.9- FP=352. _ -` .... \ : : % TOF=351.83 - - �G:-� : - - '�` -- --- - TOF=352.50 ��-__- FP _35 _ TOF=352.50 - - - FP=352.3 I - _- - --- P= .9 : 1 : TOF=351.83---------.--- TOF=352.50 TOF_ 51.83 :352 _ FP=352.0 _�. ,3 =351 - -- - F- ---------_ ---- _ - -- - - . . . . . . . . . TOF 83 •TO =350.50�___FP 351_6 ____ --- D WL/ O �_ _ FP. 51.7 '� ES/GN FLD NE PR F/LE FP 351.5 TOF-351 83 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF-350:50 F/N/SHED GRADE PROFILE DESIGN FL PROFILE' e f . D TOF=351:17 . . . ...r ... 350. . 30 r F k . .1761 LFt 11 11 11 3 /. �+ &Fcl: - 1 . . . . 284 LFt . . . . . . . . . . 60 LFt -+.� 29 -.•�--�,.ILft . �t Wil. .I "'tFt� 30• L. . . . . . . . . . . . . . . . . . . . . . . . . . 3 28 73 IF . 30 31 . . Lft .LFt :350 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 ; 82+00 ; 83+00 84+00 85+00 86+00 87+00 88 0 +0 89+00 NORTH/WEST BLOCK WALL PROFILE w 1l IZ W v itw CL L0 0 rn 3 ti 0 n U N N 0 i \ y CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1445.00' 175.26' 06'56'57' 87.74' C2 1445.00' 314.70' 12'28'41" 157.97 i ,A ZO � I w ow:�w`nU�= Z li W � M < ' C4 1558.00' 519.53' 19'0621" 262.20' C5 1558.00' 417.59' 15'21'25" 210.05' 5 ~ LL M Q O F- �N �-1� I1 00 JLL' to FW- + J 00 t t r Z N Q \ 353'3 13 -� + a 00 < 1-- . < --.w J u f - rn Q k N 00 Q Goo a N .Q cS7 3 00 50 `' p - O Q _! to N 1-- Q 11 r7 JLL' to J[L' O 1� 4 ^� J 04 fn + _J Oi + O 000ri o±�='`:�+3A W C�-~-�tri3(�n�d �Cnoi( �N N� �a�a3Q t+n- a0OD'�' + °�° o oo a Q- 1-- '� n h Q O + F- --► co a ao 43• i 12 co i tri J W r�r.' Oo aLL O ,- ;� + �` ;� + _1 + + `.� �+ J o a a ` Lo J h W I�- U J to 0 0..a.. v v4 as M a pMp ap �- to W � � � 4 � \ .� x 0 106-36' _ m N 1 n N '`� co to 00 ZS Zz °0 Z �' 8 � �' �S' �' rn z�`D \ %� 76 / M U d r... in O Z co ZLo 11 0 to Q � Q N -� . � -v tlN c*4 04 kl g ��� ��_�!�►�_ -�_- ` ,--o - '___©- - __- _ ,5•�;�.���.f 00 �00 �� 4 _450.00'LINE / _ ,,,�•,-v �� � i� %' � ` "^ _ � `� � / O • � � ti .ti - y-"►.�."•.' �� _ - �.._ .� � i � \ LTi ' - _ _ _ _ _ .� / � 9-2, ��'93- --- - ----------- �+ -�= _ OF 450.00' LINE OF +14.79 g6 50 ��;`, \ �� 5° ---- ` Fes- .__ ``__�-i` 82 82+04.92 F� w w / �' 8 85 - �� - ..i�' 55 _4x °S, �/ to 4�Q.00 UNE OF SIGHT ------- i= = 8.} = = �`' _ 8{4--- _ 54 51 / 2.00, 'x'01 6 ` -_ N 1 1 _ " - --- 450.00' UNE OF SIGHT h° cr ` ✓ - _'- =i i,_ _- zz 2.0 53 ___________ __--------- _-_----_ - ---------- --__--___ �',�� ---___ o ------------- ----------------- ?�,,;, 52 � 2 lI 2.036, 3600 ' 51 N 0 78 82 1 22' 22' $ Q 79 80 81 41 rn D HORIZONTAL: 1"=50' Oa) VERTICAL: 1"=2' TOr- BE CONSTRUCTED WITH PHASE 1 = Crn m�u0 STOCKDALE RANCH DRIVE z (NORTH/WEST WALL) ^co-� Ow NO 11 NJ NJ NJ IIco -io 1100) to C9 IIrnJC9 O)O rnC9 rnJ JtM3 0ti t]0,� �pQ �Q 4Q h^-�Qt~i F^-OQ h^ -NQ HcoQ� trite �H 'LoJh- tr)H to F- toJ r,N�10-::�-J.J �w co 3 3 3 -� 3 J co J 11� tri U F- Q �. o+� +z �J co d O K) Z - co d-� t- 0Z to ��3�. \ cfl�' d J^Qla. J�Q O tO J + O + U + .� + + - J J J co tT 0) 3 N 00 Q Z O '- eF + ,t} ♦ + J + Z Z - ��Z ^� r3 coOr[>D 000- 0` 000~a 00a a M I_ 00 Q b� Q toQ co to- h1-= I-= Z ul �.1 (L �J w ttoo w Ki r'. W rte•' °0 � °° °' 3 °0 � °0 3 � 00 a 3 00 3 ao a oo Z � t[i� a a � 00 ,a, OC) CL m � Z LTi ;g ?r F- �. � Ln v5 -1 �^.r J %,O; Lq z ;9 3 Z 0 J Z Z w W to W � to W w cn co 0 O - - -t !' 1- %. J to %_. ,-1cr . . . . . . . . . . .tQ . . . . . Ll. N 00 Z co Z tT Z co Z a 0 (n C9 Z t+i .00 N Q. 00. Q . 0. . Q . st .� . . . . . . . . . . . . . . . . . . . . . . a' 01. . Q a- LL Z Lo Q 362:.. ....... .� :...:...:...:...:...:...:...: 0+. ± ± : :+ + m o W M N N + + + :362 00 �. .� . 00. .... 00. . ............ TOW=360.50 : TOW=359.83. TOW=360.50 TOW=359.83: . . . . . . . . . . . . . . . . . . . . . . . . TOW=360.50 . . . . . . . . . . . . . . . . . . 360 ..........row=359.83 . . . . . . . TOW 59.83 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . .TOW=359:83 . . : . . : . . : . . . : . . :360 ................... TOW=359.17 . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . .TOW=359.17 358:...:...:.................................. .................: ... .............. ..... ........... : :...:...;. :...:...:...:....358 :...:...:. .:...:...:...:...:...:...:.....o.:...:•-- ............ .......................... ..... .................. 356:.......:... ..:...:...:. : : �..:..Q: :...:...:...:...:� :...:..o: ..............0.............:�..:...:...:� .... .� ...................356 co 00 I .... I GRADE PROFILE F/N/SHED GRADE PROF/LE .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -a� (F/N/,SHED P{40S� (STREET 5`/DEJ F/NtSHEO GRADE PROF/LE rn 354. --. - FINISHED GRADE' PROF/LE . �- -:-�� - _ ^ .. . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (STREET S/DE� (F/N/SHED P.4OSJ 354 .... FP=353:3 _ ------ -- - --- - ----- FP=353.2 17-- . - . . . . . . . . . . . . . . . . . . TOF=353.17 . . . . . . . . . . . . --- --- FP=353.0 -L - - - - - -- _ _��-----.-�FP=3 -- - - - - - 1-r. �. - - _ _ - 5- \ _ . / FP 52.9- FP=352. _ -` .... \ : : % TOF=351.83 - - �G:-� : - - '�` -- --- - TOF=352.50 ��-__- FP _35 _ TOF=352.50 - - - FP=352.3 I - _- - --- P= .9 : 1 : TOF=351.83---------.--- TOF=352.50 TOF_ 51.83 :352 _ FP=352.0 _�. ,3 =351 - -- - F- ---------_ ---- _ - -- - - . . . . . . . . . TOF 83 •TO =350.50�___FP 351_6 ____ --- D WL/ O �_ _ FP. 51.7 '� ES/GN FLD NE PR F/LE FP 351.5 TOF-351 83 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF-350:50 F/N/SHED GRADE PROFILE DESIGN FL PROFILE' e f . D TOF=351:17 . . . ...r ... 350. . 30 r F k . .1761 LFt 11 11 11 3 /. �+ &Fcl: - 1 . . . . 284 LFt . . . . . . . . . . 60 LFt -+.� 29 -.•�--�,.ILft . �t Wil. .I "'tFt� 30• L. . . . . . . . . . . . . . . . . . . . . . . . . . 3 28 73 IF . 30 31 . . Lft .LFt :350 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 ; 82+00 ; 83+00 84+00 85+00 86+00 87+00 88 0 +0 89+00 NORTH/WEST BLOCK WALL PROFILE w 1l IZ W v itw CL L0 0 rn 3 ti 0 n U N N 0 i \ y %1r- J w oav0 ^NJW N3rn 1- Q F- - j (�� �% (� C6w �'+3ao�aa - N �� + :�_ to 00 IL %-.01 _j n' 0000 °- �3 W to z i ,A 5 ~ LL M Q O F- �N �-1� I1 00 JLL' to FW- + J 00 t t r Z N Q \ 353'3 13 -� + a 00 < 1-- . < --.w J u f - rn Q k N 00 Q Goo a N .Q cS7 3 00 50 `' p - O Q _! to N 1-- Q 11 r7 JLL' to J[L' O 1� 4 ^� J 04 fn + _J Oi + O 000ri o±�='`:�+3A W C�-~-�tri3(�n�d �Cnoi( �N N� �a�a3Q t+n- a0OD'�' + °�° o oo a Q- 1-- '� n h Q O + F- --► co a ao 43• i 12 co i tri J W r�r.' Oo aLL O ,- ;� + �` ;� + _1 + + `.� �+ J o a a ` Lo J h W I�- U J to 0 0..a.. v v4 as M a pMp ap �- to W � � � 4 � \ .� x 0 106-36' _ m N 1 n N '`� co to 00 ZS Zz °0 Z �' 8 � �' �S' �' rn z�`D \ %� 76 / M U d r... in O Z co ZLo 11 0 to Q � Q N -� . � -v tlN c*4 04 kl g ��� ��_�!�►�_ -�_- ` ,--o - '___©- - __- _ ,5•�;�.���.f 00 �00 �� 4 _450.00'LINE / _ ,,,�•,-v �� � i� %' � ` "^ _ � `� � / O • � � ti .ti - y-"►.�."•.' �� _ - �.._ .� � i � \ LTi ' - _ _ _ _ _ .� / � 9-2, ��'93- --- - ----------- �+ -�= _ OF 450.00' LINE OF +14.79 g6 50 ��;`, \ �� 5° ---- ` Fes- .__ ``__�-i` 82 82+04.92 F� w w / �' 8 85 - �� - ..i�' 55 _4x °S, �/ to 4�Q.00 UNE OF SIGHT ------- i= = 8.} = = �`' _ 8{4--- _ 54 51 / 2.00, 'x'01 6 ` -_ N 1 1 _ " - --- 450.00' UNE OF SIGHT h° cr ` ✓ - _'- =i i,_ _- zz 2.0 53 ___________ __--------- _-_----_ - ---------- --__--___ �',�� ---___ o ------------- ----------------- ?�,,;, 52 � 2 lI 2.036, 3600 ' 51 N 0 78 82 1 22' 22' $ Q 79 80 81 41 rn D HORIZONTAL: 1"=50' Oa) VERTICAL: 1"=2' TOr- BE CONSTRUCTED WITH PHASE 1 = Crn m�u0 STOCKDALE RANCH DRIVE z (NORTH/WEST WALL) ^co-� Ow NO 11 NJ NJ NJ IIco -io 1100) to C9 IIrnJC9 O)O rnC9 rnJ JtM3 0ti t]0,� �pQ �Q 4Q h^-�Qt~i F^-OQ h^ -NQ HcoQ� trite �H 'LoJh- tr)H to F- toJ r,N�10-::�-J.J �w co 3 3 3 -� 3 J co J 11� tri U F- Q �. o+� +z �J co d O K) Z - co d-� t- 0Z to ��3�. \ cfl�' d J^Qla. J�Q O tO J + O + U + .� + + - J J J co tT 0) 3 N 00 Q Z O '- eF + ,t} ♦ + J + Z Z - ��Z ^� r3 coOr[>D 000- 0` 000~a 00a a M I_ 00 Q b� Q toQ co to- h1-= I-= Z ul �.1 (L �J w ttoo w Ki r'. W rte•' °0 � °° °' 3 °0 � °0 3 � 00 a 3 00 3 ao a oo Z � t[i� a a � 00 ,a, OC) CL m � Z LTi ;g ?r F- �. � Ln v5 -1 �^.r J %,O; Lq z ;9 3 Z 0 J Z Z w W to W � to W w cn co 0 O - - -t !' 1- %. J to %_. ,-1cr . . . . . . . . . . .tQ . . . . . Ll. N 00 Z co Z tT Z co Z a 0 (n C9 Z t+i .00 N Q. 00. Q . 0. . Q . st .� . . . . . . . . . . . . . . . . . . . . . . a' 01. . Q a- LL Z Lo Q 362:.. ....... .� :...:...:...:...:...:...:...: 0+. ± ± : :+ + m o W M N N + + + :362 00 �. .� . 00. .... 00. . ............ TOW=360.50 : TOW=359.83. TOW=360.50 TOW=359.83: . . . . . . . . . . . . . . . . . . . . . . . . TOW=360.50 . . . . . . . . . . . . . . . . . . 360 ..........row=359.83 . . . . . . . TOW 59.83 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . .TOW=359:83 . . : . . : . . : . . . : . . :360 ................... TOW=359.17 . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . .TOW=359.17 358:...:...:.................................. .................: ... .............. ..... ........... : :...:...;. :...:...:...:....358 :...:...:. .:...:...:...:...:...:...:.....o.:...:•-- ............ .......................... ..... .................. 356:.......:... ..:...:...:. : : �..:..Q: :...:...:...:...:� :...:..o: ..............0.............:�..:...:...:� .... .� ...................356 co 00 I .... I GRADE PROFILE F/N/SHED GRADE PROF/LE .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -a� (F/N/,SHED P{40S� (STREET 5`/DEJ F/NtSHEO GRADE PROF/LE rn 354. --. - FINISHED GRADE' PROF/LE . �- -:-�� - _ ^ .. . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (STREET S/DE� (F/N/SHED P.4OSJ 354 .... FP=353:3 _ ------ -- - --- - ----- FP=353.2 17-- . - . . . . . . . . . . . . . . . . . . TOF=353.17 . . . . . . . . . . . . --- --- FP=353.0 -L - - - - - -- _ _��-----.-�FP=3 -- - - - - - 1-r. �. - - _ _ - 5- \ _ . / FP 52.9- FP=352. _ -` .... \ : : % TOF=351.83 - - �G:-� : - - '�` -- --- - TOF=352.50 ��-__- FP _35 _ TOF=352.50 - - - FP=352.3 I - _- - --- P= .9 : 1 : TOF=351.83---------.--- TOF=352.50 TOF_ 51.83 :352 _ FP=352.0 _�. ,3 =351 - -- - F- ---------_ ---- _ - -- - - . . . . . . . . . TOF 83 •TO =350.50�___FP 351_6 ____ --- D WL/ O �_ _ FP. 51.7 '� ES/GN FLD NE PR F/LE FP 351.5 TOF-351 83 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF-350:50 F/N/SHED GRADE PROFILE DESIGN FL PROFILE' e f . D TOF=351:17 . . . ...r ... 350. . 30 r F k . .1761 LFt 11 11 11 3 /. �+ &Fcl: - 1 . . . . 284 LFt . . . . . . . . . . 60 LFt -+.� 29 -.•�--�,.ILft . �t Wil. .I "'tFt� 30• L. . . . . . . . . . . . . . . . . . . . . . . . . . 3 28 73 IF . 30 31 . . Lft .LFt :350 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 ; 82+00 ; 83+00 84+00 85+00 86+00 87+00 88 0 +0 89+00 NORTH/WEST BLOCK WALL PROFILE w 1l IZ W v itw CL L0 0 rn 3 ti 0 n U N N 0 i \ y L] U oav0 ■ co o�_"-0�+-�zaz cy) >6 w=az1zOww=o wmxwMZ�>°�°v��= O to (o _ VLLJ OJ�U� L J W ZO � I w ow:�w`nU�= Z li W � M < ' ofa000w��cwi�0 w °Oat=_- =�9Toowo 5 O z .-W R: !Zpt-tij m Vi N X QLupo��vzdmw 0 � N¢ vSw�wWcri� zo s.. ti (7 N Lr c9�pOau"jpz�pa ww>.wgHwc=w Z =Q��awzz0 Oco Q Ln N w 903:,8 o4 W tv c) O �ww Z N Z �U Q�w =SUw Q t- cA a z Z�=p M W O tZOj< O Zal-W prow O U O O W v r r N Q w Z= Z Z U=Uwe=QUaouA t- Z W O v?o°OhaZzz w OwLL O N a cw Lu 05!9 O UwOYF-UUZ�� O �- dmOzUOaoFF- m=fir avyJm J w w ZOWHR6=Q20 wa0Oa.:_ ww)z_ O-"Or L co0)C9?ZiwwoWz-am W V'�Jw =T'=2a �o;w Fo- ►� � ►omQ-tiw-d�wCu3,J oat-Uow¢311� 5 ~ LL M Q O F- �N �-1� I1 00 JLL' to FW- + J 00 t t r Z N Q \ 353'3 13 -� + a 00 < 1-- . < --.w J u f - rn Q k N 00 Q Goo a N .Q cS7 3 00 50 `' p - O Q _! to N 1-- Q 11 r7 JLL' to J[L' O 1� 4 ^� J 04 fn + _J Oi + O 000ri o±�='`:�+3A W C�-~-�tri3(�n�d �Cnoi( �N N� �a�a3Q t+n- a0OD'�' + °�° o oo a Q- 1-- '� n h Q O + F- --► co a ao 43• i 12 co i tri J W r�r.' Oo aLL O ,- ;� + �` ;� + _1 + + `.� �+ J o a a ` Lo J h W I�- U J to 0 0..a.. v v4 as M a pMp ap �- to W � � � 4 � \ .� x 0 106-36' _ m N 1 n N '`� co to 00 ZS Zz °0 Z �' 8 � �' �S' �' rn z�`D \ %� 76 / M U d r... in O Z co ZLo 11 0 to Q � Q N -� . � -v tlN c*4 04 kl g ��� ��_�!�►�_ -�_- ` ,--o - '___©- - __- _ ,5•�;�.���.f 00 �00 �� 4 _450.00'LINE / _ ,,,�•,-v �� � i� %' � ` "^ _ � `� � / O • � � ti .ti - y-"►.�."•.' �� _ - �.._ .� � i � \ LTi ' - _ _ _ _ _ .� / � 9-2, ��'93- --- - ----------- �+ -�= _ OF 450.00' LINE OF +14.79 g6 50 ��;`, \ �� 5° ---- ` Fes- .__ ``__�-i` 82 82+04.92 F� w w / �' 8 85 - �� - ..i�' 55 _4x °S, �/ to 4�Q.00 UNE OF SIGHT ------- i= = 8.} = = �`' _ 8{4--- _ 54 51 / 2.00, 'x'01 6 ` -_ N 1 1 _ " - --- 450.00' UNE OF SIGHT h° cr ` ✓ - _'- =i i,_ _- zz 2.0 53 ___________ __--------- _-_----_ - ---------- --__--___ �',�� ---___ o ------------- ----------------- ?�,,;, 52 � 2 lI 2.036, 3600 ' 51 N 0 78 82 1 22' 22' $ Q 79 80 81 41 rn D HORIZONTAL: 1"=50' Oa) VERTICAL: 1"=2' TOr- BE CONSTRUCTED WITH PHASE 1 = Crn m�u0 STOCKDALE RANCH DRIVE z (NORTH/WEST WALL) ^co-� Ow NO 11 NJ NJ NJ IIco -io 1100) to C9 IIrnJC9 O)O rnC9 rnJ JtM3 0ti t]0,� �pQ �Q 4Q h^-�Qt~i F^-OQ h^ -NQ HcoQ� trite �H 'LoJh- tr)H to F- toJ r,N�10-::�-J.J �w co 3 3 3 -� 3 J co J 11� tri U F- Q �. o+� +z �J co d O K) Z - co d-� t- 0Z to ��3�. \ cfl�' d J^Qla. J�Q O tO J + O + U + .� + + - J J J co tT 0) 3 N 00 Q Z O '- eF + ,t} ♦ + J + Z Z - ��Z ^� r3 coOr[>D 000- 0` 000~a 00a a M I_ 00 Q b� Q toQ co to- h1-= I-= Z ul �.1 (L �J w ttoo w Ki r'. W rte•' °0 � °° °' 3 °0 � °0 3 � 00 a 3 00 3 ao a oo Z � t[i� a a � 00 ,a, OC) CL m � Z LTi ;g ?r F- �. � Ln v5 -1 �^.r J %,O; Lq z ;9 3 Z 0 J Z Z w W to W � to W w cn co 0 O - - -t !' 1- %. J to %_. ,-1cr . . . . . . . . . . .tQ . . . . . Ll. N 00 Z co Z tT Z co Z a 0 (n C9 Z t+i .00 N Q. 00. Q . 0. . Q . st .� . . . . . . . . . . . . . . . . . . . . . . a' 01. . Q a- LL Z Lo Q 362:.. ....... .� :...:...:...:...:...:...:...: 0+. ± ± : :+ + m o W M N N + + + :362 00 �. .� . 00. .... 00. . ............ TOW=360.50 : TOW=359.83. TOW=360.50 TOW=359.83: . . . . . . . . . . . . . . . . . . . . . . . . TOW=360.50 . . . . . . . . . . . . . . . . . . 360 ..........row=359.83 . . . . . . . TOW 59.83 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . .TOW=359:83 . . : . . : . . : . . . : . . :360 ................... TOW=359.17 . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . .TOW=359.17 358:...:...:.................................. .................: ... .............. ..... ........... : :...:...;. :...:...:...:....358 :...:...:. .:...:...:...:...:...:...:.....o.:...:•-- ............ .......................... ..... .................. 356:.......:... ..:...:...:. : : �..:..Q: :...:...:...:...:� :...:..o: ..............0.............:�..:...:...:� .... .� ...................356 co 00 I .... I GRADE PROFILE F/N/SHED GRADE PROF/LE .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -a� (F/N/,SHED P{40S� (STREET 5`/DEJ F/NtSHEO GRADE PROF/LE rn 354. --. - FINISHED GRADE' PROF/LE . �- -:-�� - _ ^ .. . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (STREET S/DE� (F/N/SHED P.4OSJ 354 .... FP=353:3 _ ------ -- - --- - ----- FP=353.2 17-- . - . . . . . . . . . . . . . . . . . . TOF=353.17 . . . . . . . . . . . . --- --- FP=353.0 -L - - - - - -- _ _��-----.-�FP=3 -- - - - - - 1-r. �. - - _ _ - 5- \ _ . / FP 52.9- FP=352. _ -` .... \ : : % TOF=351.83 - - �G:-� : - - '�` -- --- - TOF=352.50 ��-__- FP _35 _ TOF=352.50 - - - FP=352.3 I - _- - --- P= .9 : 1 : TOF=351.83---------.--- TOF=352.50 TOF_ 51.83 :352 _ FP=352.0 _�. ,3 =351 - -- - F- ---------_ ---- _ - -- - - . . . . . . . . . TOF 83 •TO =350.50�___FP 351_6 ____ --- D WL/ O �_ _ FP. 51.7 '� ES/GN FLD NE PR F/LE FP 351.5 TOF-351 83 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF-350:50 F/N/SHED GRADE PROFILE DESIGN FL PROFILE' e f . D TOF=351:17 . . . ...r ... 350. . 30 r F k . .1761 LFt 11 11 11 3 /. �+ &Fcl: - 1 . . . . 284 LFt . . . . . . . . . . 60 LFt -+.� 29 -.•�--�,.ILft . �t Wil. .I "'tFt� 30• L. . . . . . . . . . . . . . . . . . . . . . . . . . 3 28 73 IF . 30 31 . . Lft .LFt :350 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 ; 82+00 ; 83+00 84+00 85+00 86+00 87+00 88 0 +0 89+00 NORTH/WEST BLOCK WALL PROFILE w 1l IZ W v itw CL L0 0 rn 3 ti 0 n U N N 0 i \ y 0 >6 w a I -I a Lr LL W O z0 w w w 0 w W w � Fo- ►� � a a -- a z 0 >6 a I -I N DATE 3/2412015 PA JOB No. 14-2772 SHEET E 0 1-1 N r - h N OF 12 SHEETS NOTES: .G N Q J �N d 00 �h-HrJ ALL STATIONS AND OFFSETS ARE TO BACK OF WALL " = THIS SHEET R/W = RIGHT OF WAY (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS AP = ANGLE POINT TOF = TOP OF FOOTING OTHERWISE NOTED. BC = BEGIN CURVE CTR = CENTER ALL PROFILE STATIONING IS BASED ON CENTERLINE CL = CENTERLINE TOW = TOP OF WALL DATA UNLESS OTHERWISE NOTED. CONC = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM STEP IN WALL TO OCCUR AT PILASTER. EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEARGS SEE DETAIL 1 FOR TYPICAL PILASTER DETAIL. = GRADE BREAK WL = WALL STATION LS = LANDSCAPE TOB = TOP OF BERM odd00 FP = FINISHED PAD ___► DIRECTION OF HDPE w N PIPE DRAINAGE 1 p to Jix 0,0 N Q(V LC/ M+3 J�r�N0 ` M3co m Q v� r Z r � Q a +J 'd'3 �� �cr N Q1 J ?2 36 005 n rn o- o ± �: — in rn M tY �Q- 0) m w 0)0- + Q .� J Na NJ 50 rn z a,ITT a p p 49 + m w�iJ Q J �N d 00 �h-HrJ O+J n< JcriQ r � Q a +J 'd'3 �� �cr N Q1 J ?2 36 005 n rn o- o ± �: — in rn M tY �Q- 0) m w 0)0- + Q .� J Na NJ 50 rn z a,ITT a p p 49 + m 354'...:...:. It m co 0) M rn E� d - O of M to rn n CURVE 00 364:...:.. N m +4i coa- .......... Cl 362.......... s 360:.......... §! 358........... 1558.00' 356:........:. 1 i 354'...:...:. It m co 0) M rn E� d - O of M to rn n h 48 / 7/ q19 12 36 35 •'.� � � _ � ' �-;.r— ` o�o�-�, - _ _ - .. SEE COIR Mf 9 CION �� _ T ='� �' II ��-� 99/ _ ------------------ - __ 54 2 0.00 93 55 352:.......:. F=351., -.._ F QTV 350:...:...:. 29 89+00 EXISTING SUMP 96 94 95 \ CURVE 00 CURVE 00 + m +4i coa- rn ..iLo Cl a. s 27'13'01" §! � 1 1 1 h 48 / 7/ q19 12 36 35 •'.� � � _ � ' �-;.r— ` o�o�-�, - _ _ - .. SEE COIR Mf 9 CION �� _ T ='� �' II ��-� 99/ _ ------------------ - __ 54 2 0.00 93 55 352:.......:. F=351., -.._ F QTV 350:...:...:. 29 89+00 EXISTING SUMP 96 94 95 \ CURVE FABLE CURVE --- LENGTH co TANGENT Cl 1445.00' 686.41' 27'13'01" � r � 1 1 1 1558.00' 417.59' 1 i TO BE CONSTRUCTED WITH PHASE 1 STOCKDALE RANCH DRIVE (NORTH/WEST W 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 NORTH/WEST BLOCK WALL PROFILE 1 1 1 "I MENT WALL DETAILS Oh SHEET 4R HORIZONTAL: 1"=50' VERTICAL: 1"=2* i ............:....364 REVISIONS APPROVED: FR D W. PORTER DATE RCE 33448 :................362 ................... MARIAN P. SHAW DATE RCE 32178 ...................360 :...:...:...:...:358 :................356 -SEE CORNER MONUMENT WALL DETAILS ON SHEET 4R .................354 :................352 ................... .................350 99+00 100+00 dV G9 10- wU. ZO,iF¢-- UNI ww Z W S T Q CT aa of-ma,-� a aQ2U�ZlYW=Q �usixwzc) 50U wis�az�Lu wsowswcnc.� �Q S6zz03� �400��UWc7 QwOdS�'UQ°QU zZYawzcazQ v0-iZ�W54 a��ww cr >O� �?zscnci a,}�,QQwF_wzzo Q►-FO_Z W Qpm no�z�. �rroza� ow a.Zm►-w>pcn6 8W Quo u z mnr.zZzc� aI%8w55ao cnwO>azzQiU�C]cn Aa�>-Ou.Os2 -+OwUa—F- cii=-� wO O N CL'raGJ> Zp�yty_J�LZt1=a�w �QasSc���N� paoxW'�' w�dm >aw�z�s� �WOWZ�Z0¢co Mv'w Asa.>�- W N 0 3 v ci U N r N U / J NI DATE 3/24/2015 NI PA JOB No. 14-2772 / SHEET E 0 E N N OF 12 SHEETS Z r - O ^„ M 0) ul R3 co W z r— E j M ., > U CO L7 O N o w V) Z "(o W m N W a C 1` WN M W N co O (o O O `V L i CURVE FABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1445.00' 686.41' 27'13'01" 349.81' C2 1558.00' 417.59' 15'21'25" 210.05' C3 1566.00' 17.61' 00'38'40" 8.81' C4 i 1566.00' 624.05' 22'4957" 1 316.22' "I MENT WALL DETAILS Oh SHEET 4R HORIZONTAL: 1"=50' VERTICAL: 1"=2* i ............:....364 REVISIONS APPROVED: FR D W. PORTER DATE RCE 33448 :................362 ................... MARIAN P. SHAW DATE RCE 32178 ...................360 :...:...:...:...:358 :................356 -SEE CORNER MONUMENT WALL DETAILS ON SHEET 4R .................354 :................352 ................... .................350 99+00 100+00 dV G9 10- wU. ZO,iF¢-- UNI ww Z W S T Q CT aa of-ma,-� a aQ2U�ZlYW=Q �usixwzc) 50U wis�az�Lu wsowswcnc.� �Q S6zz03� �400��UWc7 QwOdS�'UQ°QU zZYawzcazQ v0-iZ�W54 a��ww cr >O� �?zscnci a,}�,QQwF_wzzo Q►-FO_Z W Qpm no�z�. �rroza� ow a.Zm►-w>pcn6 8W Quo u z mnr.zZzc� aI%8w55ao cnwO>azzQiU�C]cn Aa�>-Ou.Os2 -+OwUa—F- cii=-� wO O N CL'raGJ> Zp�yty_J�LZt1=a�w �QasSc���N� paoxW'�' w�dm >aw�z�s� �WOWZ�Z0¢co Mv'w Asa.>�- W N 0 3 v ci U N r N U / J NI DATE 3/24/2015 NI PA JOB No. 14-2772 / SHEET E 0 E N N OF 12 SHEETS Z r - O ^„ M 0) ul R3 co W z r— E j M ., > U CO L7 O N o w V) Z "(o W m N W a C 1` WN M W N co O (o O O `V L i W w Q a �¢�� OO�N p00 a W � w UJ W w L7 o J uj 2 Lu w � ����NEER b/ N 0- M Q 1938 49 �¢�� OO�N p00 QN�X W�4m W w�C � 3 a yny ai J OON 4p1 UNp ED Z odd00 � Qii3N w N Q NOTES: LEGEND W ALL STATIONS AND OFFSETS ARE TO BACK OF WALL N = THIS SHEET R/W = RIGHT OF WAY (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS AP = ANGLE POINT TOF = TOP OF FOOTING OTHERWISE NOTED. BC = BEGIN CURVE CTR = CENTER ALL PROFILE STATIONING IS BASED ON CENTERLINE CL = CENTERLINE TOW = TOP OF WALL. DATA UNLESS OTHERWISE NOTED. CONC = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM STEP IN WALL TO OCCUR AT PILASTER. EC = END CURVE MIN = MINIMUM F FTG = FOOTING CLR = CLEAR SEE DETAIL FOR TYPICAL PILASTER DETAIL. U U) 12 GB = GRADE BREAK WL = WALL STATION LS = LANDSCAPE TOB = TOP OF BERM FP = FINISHED PAD y DIRECTION OF HDPE PIPE DRAINAGE %. o) II Lo Jix H `n -� N (nom •.O J to 00 i -if-, '�' J_ cA N d: 1- rl_' J co 0) FL + cn < C7 1 .00, �/ M z vis' �, m a ,� Q Z �J ' 36" 041--d 2 3 2V 36 ao' + po X100 4 / 00 50 54 \8. 55 49 0: to W CURVE RADIUS LENGTH DELTA Q `t< 1445.00' to � pto � �� 0� co M a � d N J + J co Q M Q OD C4 i 1566.00' 624.05' °' 1 316.22' \ W a J rn a. CDa rn \; a 0�m It ;gj U n OD Cn 00 + ,Q a f M co rn a ice^ N -i � 3w tip ,-A et N C-4 00 � �� � � �N00)°' WW yo cV \0+0 I.M JNt[)pCnFQ-O �; I-= J � W Q I� W r- cic It F- O "'F M�od�°�'aI O WO�i + -j 1- _� W W V) Lo � zaa in c Qco < °- p� 3S a- 48 48 _ 36 12 35 �19 99, ----- - ---- - _ LF�, •+.►� -, _ _ - :�_ -_ -__ ------------------_--_------- -� 8$ 92 93 96 �- _ to cli EXISTING SUMP TO BE CONSTRUCTED WITH PHASE 1 STOCKDALE RANCH DRIVE 11 C4 J --J i' f- J JM 33 J'm� ( oz 0).NORTH/WEST WALL) a, a0 -aa W) W -JW -0) J �cn 11 Lo J 11 1� J C9 '- C9 � � Q � p� � 0 J 0 � a O a F- Q E- Q L- P7 u- of 1� I� W vi Q Cly CV -' 3 -' ¢ 3 to J �t rn\ M o 3 co co 3 to O a. a z a a + + M � t-� M � H � 0)j O ± F-= ± Q K) ,tea 0 J t+O a- � rn eco �OOa(n 00 in OtAa.a. fns 0)N �� �� 0) nLJi tf� W _ . &g w w . . . . ;g . . . . . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . . . . . . J (n. . . . . . . . . . . . . . . . . . . . c9 0 o H TOW=364.50 364' ...:.. M Q .. :. a, Q v, : : : : 364 N. aj. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00)0 TOW=363.17 .......... .0o. ... ............................ ....... ....... .. .- -- -•---•----------- .TOW=362.50 - - - 362.......... ..................................... ............................. ..TOW=,361.83....................................................................... ... ... .................362 . TOW=361.1700 360........... .......:. : .....................:............. .. ► .. ...-----.........360 .......... .................. ............. ... .............. ................... :...:...:...:...:...:.......00.:.................................... ... ... ................. 358:...:...:....................: ......... ... ............. a.................. ......................� ...... ........................ ............ ... ... ................:358 .......... a...:...:...:...:...:+� :...:......:...:...:..�:...:...:...:...:.. :...:...:... :...:. :...:... :...:. :. :. :...:...:...:...: oo _- :� :... :.... ................ ......... ... .............. ............ ... ....... ..... .. .............FlN/SHEDGRASPROF%L£ rRErJD_$3 FP=3553356(s F/N159,£0 GRADE PROF/LE FP=355:5--;�� FP=355.5 : TOF=355.83 (%15H£Q PADS)': r------ . . . . . . . . . .. . ... ... . . . . . . . . . . . . �l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF=354.50. 354: . . . : . . . : . j: : . . . : .TOF=X53.83 : : . . . . . . . ----'.a _�. . . . . . . . . — ..... :...:...:...:...: 354 - FP=353.5.=-----=-----=----=--------------- --' -- _ — - -- FP=353.7 1OF-35.83 ES/GN FLOINL/NE PROF/LE L. . . . . . . . . . . f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . .— . . . .`... . . . . . . . . . . . . . . . . . . . . . . . . TOF=353.1.7 • _ TOF=353.17 . 352:...:...:...: ---: — . ........................ ........................ .- ............................................. .... ....... .................352 F=351. .......... .. ..... ....................... .....:................. ....... .............................: .-•-. . 1i 101 B � �. A 11 11 B. D. - - - 350. 29 12 30- . Lf f LFt • • LF±. . . . . . . . . . . . . . . . . . . . . . . . . . . . .188 , LFf 172 LFf . . . . . . . . . . .52 LF . . . . . . . . . . . .244 LFA . 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 NORTH/WEST BLOCK WALL PROFILE HORIZONTAL: 1"=50' VERTICAL: 1"=2' i U pQ�p worn ►W-vaZ wow¢ cZwnmwvwiww¢F"-,w w ;�OFrzu�.Z0 w1< ~ zZww= �cnFwz - vpi��`"a ro��cp�o;cj �w JzcowZ`t agQ�=zzc~.�ow� 2w6wT2c6- 0 oz Vz�d)rr bx <0000 0zz- ►-EoZw000ww god<�Wozoa z owgw�Roo - ¢ a = U -ZU a w�aw�� z,wWwu w60 Qazafm- w0<cr awoz=0 ZOWZo U 10 w L- .: J< � W U�CW>3: 0-wpzw ? WU tallW�=ZQUzarn 0�a>-Ot-WMTzyS z�OwUOa- �- ��ul�-'ww��0 c� � Zax V yu`yY¢0w 3Z, =�s J0Co ao� Qotnl= waou-z?10 c'i i9cz_ w axo'U�l�v3a v xx"�rrxi �wz� riEoaFE0in <2 V�- Z o �/� rn w C J O W Z 8 •� M Q W > U� U N �Q0 O cj)-clueZ_ Q MN W N M Z w o LL Z N W N M W N co ry O O 1.+- O 0 `y r CL L CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 1445.00' 686.41' 2713'01' 349.81' C2 1558.00' 417.59' 15'21'25" 210.05' C3 1566.00' 17.61' 00'38940" 8.81' C4 i 1566.00' 624.05' 22'49'57" 1 316.22' HORIZONTAL: 1"=50' VERTICAL: 1"=2' i U pQ�p worn ►W-vaZ wow¢ cZwnmwvwiww¢F"-,w w ;�OFrzu�.Z0 w1< ~ zZww= �cnFwz - vpi��`"a ro��cp�o;cj �w JzcowZ`t agQ�=zzc~.�ow� 2w6wT2c6- 0 oz Vz�d)rr bx <0000 0zz- ►-EoZw000ww god<�Wozoa z owgw�Roo - ¢ a = U -ZU a w�aw�� z,wWwu w60 Qazafm- w0<cr awoz=0 ZOWZo U 10 w L- .: J< � W U�CW>3: 0-wpzw ? WU tallW�=ZQUzarn 0�a>-Ot-WMTzyS z�OwUOa- �- ��ul�-'ww��0 c� � Zax V yu`yY¢0w 3Z, =�s J0Co ao� Qotnl= waou-z?10 c'i i9cz_ w axo'U�l�v3a v xx"�rrxi �wz� riEoaFE0in <2 V�- Z o �/� rn w C J O W Z 8 •� M Q W > U� U N �Q0 O cj)-clueZ_ Q MN W N M Z w o LL Z N W N M W N co ry O O 1.+- O 0 `y r CL L w d- o �- w � Z U)W U) I2zz < o wa Y �pao ti U� o O �-. 0U o z �( cn o ry Q to z LO w w Q 0 . -I \ W a w w z = \; a 0�m It '3- U U) > W rYLL oQ� CLI cl w d- o �- w � Z U)W U) I2zz < o wa Y �pao ti U� o O �-. 0U o z �( cn o ry Q to z LO w . -I N DATE 3/24/2015 N PA JOB No. 14-2772 / SHEET E 0 a E i N N OF 12 SHEETS NOT S: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. SEE DETAIL 12 FOR TYPICAL PILASTER DETAIL. LEGEND N = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE FP = FINISHED PAD R/W = RIGHT OF WAY TOF = TOP OF FOOTING CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION TOB = TOP OF BERM _.._ DIRECTION OF HDPE 19'06'21" PIPE DRAINAGE REVISIONS APPRO ED W. PORTER DATE RCE 33448 M RIAN P. SHAW DATE RCE 32178 STOCKDALE RANCH DRIVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1445.00' 175.26' 06'56'57° 87.74' C2 1445.00' 314.70' 12'28'41" 157.97' C4 1558.00' 519.53' 19'06'21" 262.20' C5 1558.00' 417.59' 15'21'25" _ 84+54.70 v) .- W 06 58.00' RT TOW=358.50 `\ \ \ Y 84+38.22 TOF=351.17 m N ..tet W 58.00' RT TOW=358.50 -----, EXISTING Z \ L.i.. TOF=351.17 �YiPG&E BOX lj:.� W F_ ---------' y Zrn O N 0 X 0 CL 84+38.27 84+54.70 62.14 RT T�D/y0p 2� {� 62.23 _ RT r , TOW= 358150 `3Sn�s rn TO BE CONSTRUCTED WITH PHASE 1 STOCKDALE RANCH DRIVE Il -1-p too ucoF-p IItoJ ��c0i a0-II00J 110-ic9 IINJ Nc3 (SOUTH/EAST WALL) A in tNd �i HORIZONTAL: 1"=50' VERTICAL: 1"=2' yCn vh 0 Q M -- M Ite) m - p* -a ..in J �cp -�F- ..O --a O �-- 0 Ca tl -� II - If Lo -10 0 to p h J II h ..�C3 h C7 h O � �A I-- ... ,� J) -� F- .-.�d 11 00 W dL' 3 �'' °� ry rn W W co $ � � rri $ la m o '0- �` ^ ti �- Q 1- _j (-- Q �,. F- ¢ C~ `+ ¢ [lei. '`� lei t`� zcr o+cn +J� +z +cJ,�z + + + z + +w o0J 3 WO) �03 W** �03a �� j m � 000r, �� °h°ti. O0rco �°�00~. r�c~i Oh a- cRp,m hN MQ 1-: o1-=o+F--ooLot-: uo,�� oiy�� �Q �a b+ Z: w 00ole oa o a. w s' �--� cn '" ' ''00 cn s� 0 3 0o w 0 a3 00 W H co °p a w 0D oo °° �- cn °° 3 ao 3 0 0 E- . . . . . . . to . ° . . . . . . . . . . . . . . . . °- w 3 z z u) z N ' W D '' ' 0 N '-�S' � 0 0 ` ? t� ; W. u? ,�: ; Q •ct� Q• • O • . V. . . . . � Z O Z N z d Z Z h Z . . . a . . . . . . . . . . . . . . . . . . . . . . Q 0 Ki Qj . .00 ' vt . "i : CO Q . h '�. 'Q cn . . O . ¢ e7. Q W w 0 . to co in o 362:...:..^. Lo ............. °� m �: :h ;...:...;. ; ;;...;...;...;...;...;...;...;...;... ;... .. ; :�. ;�. ;...;...;...;...... :...:...:...:.......0. :...:362 360:.......: ...........TOW=359.83.........: .............. ... ... ........ ... ...........................................:... :... : : : : TOW; -359.$3 360 . . . . . . . . : ; : .TOW=359:17 : TOW=359.17. : .TOW =359.17 „TOW=358.50 T4W=358.50. ; ;;;;; ;. 358'....... :...:...:.. : : :...:. :...:...:...:...:...:...:...::...;...:...:...;...:.......;... ;...:.. ; ;...;...;.. :...'358 356:........ ..:...:...:...: .:...: ...:...:...;...:.�.:...;...;...;...:...:............................................... .......... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O pp pp O j` _ . 00 . I I a0 . . . . . . . . . . . . : FINISHED GRAOE PROFILE : F/N/SHED GRADE PROFILE - 00 00 (STREET SIDE). ' I 354 . . . . . . �F/N/sHEU PADs1. : FIN/SHED GRADE PROF/LE F/N;/SHED GRAOE PROF/L �- - -=- . -- .- . _. _ `- : : _:_ - (STREET SIDE) (FIN/SHED PADS) TOF=352.50 -- -' - _ �.` y - . . . . . . . . . . . . . ; . . 352. . . . . DES/GN FL Ow INE PROFILE ;_ _ _ ; ; ; T -- - -TOF=351.83. . . FP=3 1,9 70F=351.83 . ----- - - - FP=351.5 __________/ - - - -- - ---. ; ; ; . . . . . . . . . .FP .8 ...._-------------------------�_-- P _ _ _ _ ---- - _----------- ---- _ _ �,-- FP=35t 7 __ .`-----------------------------------________---- J-- F -351 -�- FP -351.4 , s FP -351.5 TOF=351.17 . . . . . . . . . . . `�-- --- TO DESIGN D_ ESIGN FL OWL/NE PROFILE --. ,._.._., TOF=351.17• .._....._.�. B A TOF =350; 50 ;.:,.. . . . . f TOF=351.17 350• - V moce zo z wows rr��=���zaZ wliiz,=Zu wH ww2wzo>12w" zMONO �z0000r XT �za�►s-X a��B z trial YdZ3 QmU Z?=0085502 4 uww>->o2S?T'w r 0 -wog Zz2 ~ 0 Z O O w 00 zea ao-zn;��Q2�' > Q(Y©�OT�cnuV HUT via10acoI-V)LL,? - ozo 'zzppa w 0 LXU < o-c�aW z8:zzf2 V Z Q�w 4 Z �?pwq�ia�U)U Ow.lw>4UQvo_i-To tntL D`tt-UCNZO z Uo UQaQ�x Zoz5Rz,� �N1= wQ C40 > >i=B�- 22 z� Q�Ow ¢m wrjx It W�Ow �)(0. h 1V uj • ; - ; ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t1') .. . . ............. ........................'4............ ......356 .............r......................... ............ ...... f/N/S ED GRADE PROF/L E ; Q 00 : : °p . : (STRE£r. SIDE) : :354 04 F!N/SHED GRADE PROFILE N (FINISHED PADS) TOF=352.50• d CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1445.00' 175.26' 06'56'57° 87.74' C2 1445.00' 314.70' 12'28'41" 157.97' C4 1558.00' 519.53' 19'06'21" 262.20' C5 1558.00' 417.59' 15'21'25" 21Q.05' A in tNd �i HORIZONTAL: 1"=50' VERTICAL: 1"=2' yCn vh 0 Q M -- M Ite) m - p* -a ..in J �cp -�F- ..O --a O �-- 0 Ca tl -� II - If Lo -10 0 to p h J II h ..�C3 h C7 h O � �A I-- ... ,� J) -� F- .-.�d 11 00 W dL' 3 �'' °� ry rn W W co $ � � rri $ la m o '0- �` ^ ti �- Q 1- _j (-- Q �,. F- ¢ C~ `+ ¢ [lei. '`� lei t`� zcr o+cn +J� +z +cJ,�z + + + z + +w o0J 3 WO) �03 W** �03a �� j m � 000r, �� °h°ti. O0rco �°�00~. r�c~i Oh a- cRp,m hN MQ 1-: o1-=o+F--ooLot-: uo,�� oiy�� �Q �a b+ Z: w 00ole oa o a. w s' �--� cn '" ' ''00 cn s� 0 3 0o w 0 a3 00 W H co °p a w 0D oo °° �- cn °° 3 ao 3 0 0 E- . . . . . . . to . ° . . . . . . . . . . . . . . . . °- w 3 z z u) z N ' W D '' ' 0 N '-�S' � 0 0 ` ? t� ; W. u? ,�: ; Q •ct� Q• • O • . V. . . . . � Z O Z N z d Z Z h Z . . . a . . . . . . . . . . . . . . . . . . . . . . Q 0 Ki Qj . .00 ' vt . "i : CO Q . h '�. 'Q cn . . O . ¢ e7. Q W w 0 . to co in o 362:...:..^. Lo ............. °� m �: :h ;...:...;. ; ;;...;...;...;...;...;...;...;...;... ;... .. ; :�. ;�. ;...;...;...;...... :...:...:...:.......0. :...:362 360:.......: ...........TOW=359.83.........: .............. ... ... ........ ... ...........................................:... :... : : : : TOW; -359.$3 360 . . . . . . . . : ; : .TOW=359:17 : TOW=359.17. : .TOW =359.17 „TOW=358.50 T4W=358.50. ; ;;;;; ;. 358'....... :...:...:.. : : :...:. :...:...:...:...:...:...:...::...;...:...:...;...:.......;... ;...:.. ; ;...;...;.. :...'358 356:........ ..:...:...:...: .:...: ...:...:...;...:.�.:...;...;...;...:...:............................................... .......... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O pp pp O j` _ . 00 . I I a0 . . . . . . . . . . . . : FINISHED GRAOE PROFILE : F/N/SHED GRADE PROFILE - 00 00 (STREET SIDE). ' I 354 . . . . . . �F/N/sHEU PADs1. : FIN/SHED GRADE PROF/LE F/N;/SHED GRAOE PROF/L �- - -=- . -- .- . _. _ `- : : _:_ - (STREET SIDE) (FIN/SHED PADS) TOF=352.50 -- -' - _ �.` y - . . . . . . . . . . . . . ; . . 352. . . . . DES/GN FL Ow INE PROFILE ;_ _ _ ; ; ; T -- - -TOF=351.83. . . FP=3 1,9 70F=351.83 . ----- - - - FP=351.5 __________/ - - - -- - ---. ; ; ; . . . . . . . . . .FP .8 ...._-------------------------�_-- P _ _ _ _ ---- - _----------- ---- _ _ �,-- FP=35t 7 __ .`-----------------------------------________---- J-- F -351 -�- FP -351.4 , s FP -351.5 TOF=351.17 . . . . . . . . . . . `�-- --- TO DESIGN D_ ESIGN FL OWL/NE PROFILE --. ,._.._., TOF=351.17• .._....._.�. B A TOF =350; 50 ;.:,.. . . . . f TOF=351.17 350• - V moce zo z wows rr��=���zaZ wliiz,=Zu wH ww2wzo>12w" zMONO �z0000r XT �za�►s-X a��B z trial YdZ3 QmU Z?=0085502 4 uww>->o2S?T'w r 0 -wog Zz2 ~ 0 Z O O w 00 zea ao-zn;��Q2�' > Q(Y©�OT�cnuV HUT via10acoI-V)LL,? - ozo 'zzppa w 0 LXU < o-c�aW z8:zzf2 V Z Q�w 4 Z �?pwq�ia�U)U Ow.lw>4UQvo_i-To tntL D`tt-UCNZO z Uo UQaQ�x Zoz5Rz,� �N1= wQ C40 > >i=B�- 22 z� Q�Ow ¢m wrjx It W�Ow �)(0. h 1V uj • ; - ; ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t1') .. . . ............. ........................'4............ ......356 .............r......................... ............ ...... f/N/S ED GRADE PROF/L E ; Q 00 : : °p . : (STRE£r. SIDE) : :354 04 F!N/SHED GRADE PROFILE N (FINISHED PADS) TOF=352.50• d 0 W M Lij 0 W O CL �S 0) u') T O W o z E LL W 01- m M 3NU^ �(D 0 v) °' W 06 LL N zr Y W m N ..tet W N M W/ 1C-4 Z o L.i.. Z W N M r CO W F_ O N 0 CL FP,352.1_---1-_-^_ 2.0 52 ; 352 N DATE 3/24/2015 FP_ 351_8 FP _351.7' PA JOB No. 14-2772 TOF=351.17-�____- _______ 351.5____, TOF=35;1.83 ----- --- N TOF= 50.50 ---�. ----, TOF=350.50 8. ; - -: ._ ..... . . . . . . . --- C H -- " `- --= S EET _ A 4V. LFf. . . . . . . LFt . . . . . . . . . . . . . . . . . . 57 LFt ---- -1. . . . . . 57 LFt ; 466 LFf ............... ,-j-. 75+00 76+00 77+00 78+00 ° 79+00 w 80+00 81+00 82+00 83+00 84+00 85+00 SOUTHEAST BLOCK WALL PROFILE >> 1 DES/GN FL Uw"lUE PROF/LE D -" 2'7 30 0 11 LFt • L•Ff 313.LFt, 350 86+00 87+00 88+00 89+00 7 R2N dr-j� t --(i OF 12 SHEETS O 6 0 W Lij 0 O CL �S w w W w n z co LL in w �u LL a O m FP,352.1_---1-_-^_ 2.0 52 ; 352 N DATE 3/24/2015 FP_ 351_8 FP _351.7' PA JOB No. 14-2772 TOF=351.17-�____- _______ 351.5____, TOF=35;1.83 ----- --- N TOF= 50.50 ---�. ----, TOF=350.50 8. ; - -: ._ ..... . . . . . . . --- C H -- " `- --= S EET _ A 4V. LFf. . . . . . . LFt . . . . . . . . . . . . . . . . . . 57 LFt ---- -1. . . . . . 57 LFt ; 466 LFf ............... ,-j-. 75+00 76+00 77+00 78+00 ° 79+00 w 80+00 81+00 82+00 83+00 84+00 85+00 SOUTHEAST BLOCK WALL PROFILE >> 1 DES/GN FL Uw"lUE PROF/LE D -" 2'7 30 0 11 LFt • L•Ff 313.LFt, 350 86+00 87+00 88+00 89+00 7 R2N dr-j� t --(i OF 12 SHEETS O 6 0 CJ tnoww � ggg 3NU^ Zaaz 4p Q o tN2� �all!3U) O T¢ FP,352.1_---1-_-^_ 2.0 52 ; 352 N DATE 3/24/2015 FP_ 351_8 FP _351.7' PA JOB No. 14-2772 TOF=351.17-�____- _______ 351.5____, TOF=35;1.83 ----- --- N TOF= 50.50 ---�. ----, TOF=350.50 8. ; - -: ._ ..... . . . . . . . --- C H -- " `- --= S EET _ A 4V. LFf. . . . . . . LFt . . . . . . . . . . . . . . . . . . 57 LFt ---- -1. . . . . . 57 LFt ; 466 LFf ............... ,-j-. 75+00 76+00 77+00 78+00 ° 79+00 w 80+00 81+00 82+00 83+00 84+00 85+00 SOUTHEAST BLOCK WALL PROFILE >> 1 DES/GN FL Uw"lUE PROF/LE D -" 2'7 30 0 11 LFt • L•Ff 313.LFt, 350 86+00 87+00 88+00 89+00 7 R2N dr-j� t --(i OF 12 SHEETS NOTES: LEGEND TABLE Z ALL STATIONS AND OFFSETS ARE TO BACK OF WALL - = THIS SHEET R/W = RIGHT OF WAY (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS AP = ANGLE POINT TOF = TOP OF FOOTING OTHERWISE NOTED. BC = BEGIN CURVE CTR = CENTER ALL PROFILE STATIONING IS BASED ON CENTERLINE CL = CENTERLINE TOW = TOP OF WALL DATA UNLESS OTHERWISE NOTED. CONC = CONCRETE RETG = RETAINING C5 CONST = CONSTRUCTION MAX = MAXIMUM STEP IN WALL TO OCCUR AT PILASTER. EC = END CURVE MIN = MINIMUM cn = FTG FOOTING CLR = CLEARGB SEE DETAIL FOR TYPICAL PILASTER DETAIL. mN W Z 12 = GRADE BREAK WL = WALL STATION LS = LANDSCAPE TOB = TOP OF BERM w FP = FINISHED PAD DIRECTION OF HDPE N co 0 pa PIPE DRAINAGE TO BE CONSTRUCTED WITH PHASE 1 STOCKDALE RANCH DRIVE (SOUTH/EAST WALL) 11 1'-j 00coo 11 coF-o 11n� 11w_j 11to-jo 11c4_j N0 to c9 p�n-jo 11 to...i M I _ ll;, ' a N r st -� �{� J ,.gyp -j 1— i-.0 --� O F- Q ti u- I- 6- h- Q I- • Q F- Q u- F- Q La.. L�. I- Q 1- Q ESM � 0 J p Z -M wZ �=� � D:N . Wftc)n Z eco � a � J LL's � �Q .00 ° i �¢or°° �© CLa_ a�aa oor ��Z . . . . . . . co . °� n' M3 �?, . q. �. .� . Q. . p . nt z z p . w : of . oo Kj p ap . �. �. Q 362:...:..h: :...:...:... -f. ......� ............................................................. .......... .+, . r . .r r. .r . r . � �r 00, 360: . . . . . . . .TOW=359.83 . . . . . . . . . . TOW=359.17 ; ; I t TOW=359.17 ; ... .... ................... .......---........... TOW=358.50 358......... ..............: ....................... ..... ........ . ......--....................::...:...:...:...:...:...:...:...:...:...:.. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 356:...:...: :.......:...: �..:...:...:...:...: :... :...:... :...:...:...:...:...:...:...::...:...:...:...:...:...:...:...:...:...:.. I ......... ........................................ .... Q. . ........ 00 ..........................................................................:�:... FIN/S/•!ED GRADE PROF/LE - 1 1 ao . (STREET SIDE), FINISHED. GRADE PROF/LE ; ; ; . oo ; ; � - - ^r: o_ • (FIN/SHED RADS) 354......... ..•-•--......... ..... ..... ........ .. :...:...:...:...:...:...:...:...:...:.. co. _ FINISHED GRADE PROF/LE F/IIUSHEO GRADE PROFILE . . . . ~. T — . - . . . . . ._ — _ — — — . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ : (ST1?E. .SIDE). : . .FINISHED PADS. . . . . . . . . . . . . . . : TOF=352.50 -- — ___ _ _ -- 352. ;DES/GN FLOtYL/NE PROF/LE— . .TOFr351.83. . . FP=31.9 _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF=351.83......... . . . . . . . . . . . . . . . . . . . . . . . . . — .,�,_ FP=351.5=-----------� -- : : - - - -- P_--�--�------=------- - _ FP=351 7 -___ ----- ---- -- - -----=----- ..__-------. --- --� _ =351.5 _ - F 351------------ FP 351.4 ___1-----------------' - . _ FP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ""_ . . . . . . . . „w,,.,• ._.._.._�. _ . . . . . . . . . . TOF- 51 17 TOF 350._50 ' DESIGN FLOW INE PROFILE T 1?OF=350,50 TOF-351.17 �.... :._ ...:.: __._ 8 ; T• e A TOF=351.17 7 .- ; 350.... - 30 •LFf. . . . . . .249 LF. . . . . . . . . 57 LFf ---+ . . . . . . .1 '� 57 LFt . 46fi LFf . . . . . . -- j— ................ . 75+00 76+00 77+00 78+00 w 79+00 80+00 81+00 82+00 83+00 84+00 Lf 85+0 SOUTH/EAST BLOCK WALL PROFILE k Z tp MEI -20 wow (� J z�°viw wZw 8oz iru�i2w�o jm�0 zww��Qa�c7a gw�wa, U - w F Z O Q 0 0 �a000w��wc9 0 Z Q ~ U Z~ h 0 Zd�o�u 'SOQZ> w tgwY WUvaz0 zz�aT2cd 0 vc7-iz��o�o�w=a ww�>oUZ2u) aw�u2i w a�-jFOzwaOflm D O§ Q§ w w o ai�voa-wra�zoa z wwwLL�OzQ O�za=WoaZo z v�Zw~ avgw o z o w 7' a Z Z Z U w w w w Z)= -Z V U Z 0 o Q-'OwvOao�=- ox: 53 L.a'.0 40 0w0gWwai.w,9m >}w�zwoaai OZ ¢w0 zc0 953 ._vi wwoRwZ r. -moa►= -co wwww 3D V CURVE TABLE Z CURVE RADIUS LENGTH DELTA TANGENT Cl 1445.00' 175.26' 06'56'57" 87.74' C2 1445.00' 314.70' 12'28'41" 157.97' C4 1558.00' 519.53' 19'06'21" 262.20' C5 1558.00' 417.59' 1 15'21'25" 1 210.05' MEI -20 wow (� J z�°viw wZw 8oz iru�i2w�o jm�0 zww��Qa�c7a gw�wa, U - w F Z O Q 0 0 �a000w��wc9 0 Z Q ~ U Z~ h 0 Zd�o�u 'SOQZ> w tgwY WUvaz0 zz�aT2cd 0 vc7-iz��o�o�w=a ww�>oUZ2u) aw�u2i w a�-jFOzwaOflm D O§ Q§ w w o ai�voa-wra�zoa z wwwLL�OzQ O�za=WoaZo z v�Zw~ avgw o z o w 7' a Z Z Z U w w w w Z)= -Z V U Z 0 o Q-'OwvOao�=- ox: 53 L.a'.0 40 0w0gWwai.w,9m >}w�zwoaai OZ ¢w0 zc0 953 ._vi wwoRwZ r. -moa►= -co wwww 3D V Z z _ M w w Ln m 0 W z E-7 w W •� M Lu Ix � (.) � 2� U 0 c4 °' U) (' 1-5 m LL cn Z x < mN W Z co O N to cv LLJ w M U- N co 0 pa O O `_ O \NEER * k Go N x InIn - a a wo� v c p dy l0321 n J w M M + � Q S�d W y rr3 � ra 000 3a +OLO Q .,.� � (n 00 c`i(n � i� z � 3 a a ,N to Z -J 00;9 U 00 HORIZONTAL: 1"=50' ���"//" ` VERTICAL: 1"=2' Z LL. -'-1-7- I �C W p z J U) F- 0 D 0 —UC Z t) 0.. Q o 11r_j Itr p rc� rc� IIaOw < co H�Q jr4m§LL. "'� M� z W co a. 00 _j � 1 3: C) ao) o+��� is r-1 �0) 00 o'no o- a'no n- W o0 3 00 3 . � Q Nt < 1 co CD LLJ 00 :- �Z �z �m N C) c) to z r z a 0 U Imo- �* Lf) go o o Lo Lo to CD + + + .3620 ................................................................. (� I-- : : : U) o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW=359.83 . . . .. . . . . . .360 � . .TOW=359.17 ......................... ............ ...... ��^ TflW=3 8.50 V ) .... . . ............. ......................... ............ .....:358 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . ................................................... ......356 ............. ......................... ............ ...... o 1 ; F/Nd5 ED GRADE PROF/LE : 0 I :r :.. : ao . :...:...:.. :...:...TREEr. sioE� :...: :...:...:. :...:354 J N ANISHED GRADE PROFILE r r (FINISHED PADS) . . . . . ; . . . . . . .. . .- -- = __ -` TOF=352.50 : — . ;— z 0 w 05 0 w Lu W = \ a W m Z w W w LU W O U Q U- a 0 pa \NEER * k Go N x InIn - a a wo� v c p dy l0321 n J w M M + � Q S�d W y rr3 � ra 000 3a +OLO Q .,.� � (n 00 c`i(n � i� z � 3 a a ,N to Z -J 00;9 U 00 HORIZONTAL: 1"=50' ���"//" ` VERTICAL: 1"=2' Z LL. -'-1-7- I �C W p z J U) F- 0 D 0 —UC Z t) 0.. Q o 11r_j Itr p rc� rc� IIaOw < co H�Q jr4m§LL. "'� M� z W co a. 00 _j � 1 3: C) ao) o+��� is r-1 �0) 00 o'no o- a'no n- W o0 3 00 3 . � Q Nt < 1 co CD LLJ 00 :- �Z �z �m N C) c) to z r z a 0 U Imo- �* Lf) go o o Lo Lo to CD + + + .3620 ................................................................. (� I-- : : : U) o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW=359.83 . . . .. . . . . . .360 � . .TOW=359.17 ......................... ............ ...... ��^ TflW=3 8.50 V ) .... . . ............. ......................... ............ .....:358 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . ................................................... ......356 ............. ......................... ............ ...... o 1 ; F/Nd5 ED GRADE PROF/LE : 0 I :r :.. : ao . :...:...:.. :...:...TREEr. sioE� :...: :...:...:. :...:354 J N ANISHED GRADE PROFILE r r (FINISHED PADS) . . . . . ; . . . . . . .. . .- -- = __ -` TOF=352.50 : — . ;— _ FP _352.1 _ FPS 352_0' 352 � DATE 3/24/2015 - - . - . ---� ___-_ - _------- . FP= 351.8 . . . . . . . . . . ---------�__ FP_351.7________� r PA JOB No. 14-2772 UFO F=351.17 ;TOF=351.83 ; ; ; ; ; FP -------_ j �— - SHEET OF=350.50 . . . . . . . . . . . . ._.-- . . . . . . . . . . . . . . . . _..: OF=350.50 B — '�"' ; ; A ; DESIGN ,FLOWL/NE PROF/LE�. : : > D ::-" 30 i 1 ? 1 11 LFI. f . . . . . . . . . .313 •LFI . . . . . . . . . . . . . 350 ..........7 0 86+00 87+00 88+00 89+00 N cqOF 12 SHEETS z 0 05 w _ FP _352.1 _ FPS 352_0' 352 � DATE 3/24/2015 - - . - . ---� ___-_ - _------- . FP= 351.8 . . . . . . . . . . ---------�__ FP_351.7________� r PA JOB No. 14-2772 UFO F=351.17 ;TOF=351.83 ; ; ; ; ; FP -------_ j �— - SHEET OF=350.50 . . . . . . . . . . . . ._.-- . . . . . . . . . . . . . . . . _..: OF=350.50 B — '�"' ; ; A ; DESIGN ,FLOWL/NE PROF/LE�. : : > D ::-" 30 i 1 ? 1 11 LFI. f . . . . . . . . . .313 •LFI . . . . . . . . . . . . . 350 ..........7 0 86+00 87+00 88+00 89+00 N cqOF 12 SHEETS NOTES: LEGEND In 00 Z M O ALL STATIONS AND OFFSETS ARE TO BACK OF WALL - = THIS SHEET R/W = RIGHT OF WAY (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS AP = ANGLE POINT TOF = TOP OF FOOTING OTHERWISE NOTED. BC = BEGIN CURVE CTR = CENTER ALL PROFILE STATIONING IS BASED ON CENTERLINE CL = CENTERLINE TOW = TOP OF WALL DATA UNLESS OTHERWISE NOTED. CONC = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM STEP IN WALL TO OCCUR AT PILASTER. EC = END CURVE MIN = MINIMUM W = FTG FOOTING CLR = CLEAR SEE DETAIL 2 FOR TYPICAL PILASTER DETAIL. GB = GRADE BREAK WL = WALL STATION 1 LS = LANDSCAPE TOB = TOP OF BERM w FP = FINISHED PAD iW DIRECTION OF HDPE w PIPE DRAINAGE 54 961 49 11 48 36 12 .79 23 35 45 10 X55 o00 ~ In 00 Z M O w d- 0) co OD a0 + I-cJ p) J Q 00 3 Q -J +o a Q a z 0) 92 9 OVNO P i i 1. 93 ® --95-- -_`_ cD to O 0) ® r EXISTING SUMP 00 0) 0 - M to +� OQ: c00ir �a to a O QJ 0) V) d+ F" d+ 'a `_; rnQ v>a 0) CL ;9 -1 a ,co t I Mi co Lo rn n TO BE CONSTRUCTED WITH PHASE STOCKDALE RANCH DRIVE (SOUTH/EAST W TRACT 6448-6 1100 1101 11coJC9n pn I, r,c� r•J r- -i r 0 r,t0 r 0 11NJor Z_ r�Q) J gyp) -IM to rr40 tO it) H 6n J to -J to F- to 1- L0 F- ..co _jW 1- F- Q 1- Q L� Q 1-- Q Q lL Q Q l� ti. Li. F- Q F- � N -' X vo 3 D! d- 3\ N 0 0_ O 0 00 0 °0 \ 00 3 a0 3 00 a0 \ ao it . V) r' I a0 J r- N N 00 J It UO N Z 't O Z n Q O+S + O+ J +Zo+J +p +J +Z +Z +- +� +'- H+yJ 000�a 00 (000 0)0 (00)0 0)w 0) rna rna m M 0) co 000o I- O a a. rn c� O Z a a s `..�- J� J Z m D S z t- I- (n Z Vi `� mo Cf Q QH N w V) V) Fw- M wt~n O ^ I., V1 rn + Z {EX. TOW=363.31) + + ;.......0). ..... ... ... ......................... ..................... ..... .................. .......- ..... .......... 00 co 362:......... ........... .. ........ ......................... ..................... ..... .................. .TOW;* --361.83: ... ....... ..........362 TOW=361.17 TOW=360.50 ; ;; ; ;;; 360: . . . : . . . : . : . TOW4359.83. . . . . . . . . . . . . . . . . . . . . TOW=359.83.:....... .......... .............. ........... .............: .... .. ....... 3: .......... 360 : TOW=359.17 0 .......... .... ... ...... ; .. .......m.......... 358:...:...:. :... :. I�.� ...................... ....................... ........ :...... :...:...:. :............0.... :. :...:.-----------358 00 X S O ... . . . . . . . .. . . . . w .................. o I co w ; w � °I° 356:� ...................... ........... .............. .... .. ....... . . . . . . . . . .356 F/N%SHED GRADE PROF/LE j M. . :r (FINISHED PADS) t�. _-- �,. ....... .......... j. RNISHED; GRADE; PROF/4E 354:...:...:. t : : : : : : . (STREET SIDE) . : .�. -` : -- - !! : TOF=354.50. . 1 :—� — _ :..:— ...r-. — 354 TOF=353.83: : .— - . . . . . . . . - - - . . . -. . . . . . . . . . . . . T4F=353.17 r--- : ; ; TOF=352.50 - : TOF=353.50 352.......... ............ :. .... ......_....—............................................ ..................352 ______ FP=351.5__ TOF=351 83 ; TOF=351.8—E.STGN FLOW/NZ' PROF/LE . ................................................ ... ............... . C B 350:...:...:. . . . . .100. LFt . . . . 220. LFt . . . . . . . . . . . . . . . :350 . - - - 360 LFt 28 LFt 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 SOUTH/EAST BLOCK WALL PROFILE 2� HORIZONTAL: 1"=50' VERTICAL: 1"=2' CURVE O Q O J 0 w d- 0) co a � w Z I-cJ 00'38'40" o NN3 Q rn z OOi O cC �"- w oo� Q +rn Goo U cD to O 0) ® r EXISTING SUMP 00 0) 0 - M to +� OQ: c00ir �a to a O QJ 0) V) d+ F" d+ 'a `_; rnQ v>a 0) CL ;9 -1 a ,co t I Mi co Lo rn n TO BE CONSTRUCTED WITH PHASE STOCKDALE RANCH DRIVE (SOUTH/EAST W TRACT 6448-6 1100 1101 11coJC9n pn I, r,c� r•J r- -i r 0 r,t0 r 0 11NJor Z_ r�Q) J gyp) -IM to rr40 tO it) H 6n J to -J to F- to 1- L0 F- ..co _jW 1- F- Q 1- Q L� Q 1-- Q Q lL Q Q l� ti. Li. F- Q F- � N -' X vo 3 D! d- 3\ N 0 0_ O 0 00 0 °0 \ 00 3 a0 3 00 a0 \ ao it . V) r' I a0 J r- N N 00 J It UO N Z 't O Z n Q O+S + O+ J +Zo+J +p +J +Z +Z +- +� +'- H+yJ 000�a 00 (000 0)0 (00)0 0)w 0) rna rna m M 0) co 000o I- O a a. rn c� O Z a a s `..�- J� J Z m D S z t- I- (n Z Vi `� mo Cf Q QH N w V) V) Fw- M wt~n O ^ I., V1 rn + Z {EX. TOW=363.31) + + ;.......0). ..... ... ... ......................... ..................... ..... .................. .......- ..... .......... 00 co 362:......... ........... .. ........ ......................... ..................... ..... .................. .TOW;* --361.83: ... ....... ..........362 TOW=361.17 TOW=360.50 ; ;; ; ;;; 360: . . . : . . . : . : . TOW4359.83. . . . . . . . . . . . . . . . . . . . . TOW=359.83.:....... .......... .............. ........... .............: .... .. ....... 3: .......... 360 : TOW=359.17 0 .......... .... ... ...... ; .. .......m.......... 358:...:...:. :... :. I�.� ...................... ....................... ........ :...... :...:...:. :............0.... :. :...:.-----------358 00 X S O ... . . . . . . . .. . . . . w .................. o I co w ; w � °I° 356:� ...................... ........... .............. .... .. ....... . . . . . . . . . .356 F/N%SHED GRADE PROF/LE j M. . :r (FINISHED PADS) t�. _-- �,. ....... .......... j. RNISHED; GRADE; PROF/4E 354:...:...:. t : : : : : : . (STREET SIDE) . : .�. -` : -- - !! : TOF=354.50. . 1 :—� — _ :..:— ...r-. — 354 TOF=353.83: : .— - . . . . . . . . - - - . . . -. . . . . . . . . . . . . T4F=353.17 r--- : ; ; TOF=352.50 - : TOF=353.50 352.......... ............ :. .... ......_....—............................................ ..................352 ______ FP=351.5__ TOF=351 83 ; TOF=351.8—E.STGN FLOW/NZ' PROF/LE . ................................................ ... ............... . C B 350:...:...:. . . . . .100. LFt . . . . 220. LFt . . . . . . . . . . . . . . . :350 . - - - 360 LFt 28 LFt 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 SOUTH/EAST BLOCK WALL PROFILE 2� HORIZONTAL: 1"=50' VERTICAL: 1"=2' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1558.00' 417.59' 15'21'25° 210.05' C2 1566.00' 17.61' 00'38'40" 8.81' C3 1566.00' 608.06' 22'14'50» 307.91' O W o HBw nm=ZFwa►=o w roti=-u}_zt z w Q Z r Z W W= 0 w m w 0> m Q Fw��o2 wl-06 so Mwwr=- A2,=Ezw w=oW=wv�c��LL Cit•-r�cn��,L�� ZF- W r y p O o p a000 8uaIWio QwpQu z>.wi V) LLJWZo w53ow owpzo0w 05 w W a j NOTES: t -Q _ M ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. cooa MW ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. O STEP IN WALL TO OCCUR AT PILASTER. LEGEND 0 — = THIS SHEET R/W = RIGHT OF WAY AP = ANGLE POINT TOF = TOP OF FOOTING BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONC = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR GB = GRADE BREAK WL = WALL STATION LS = LANDSCAPE TOB = TOP OF BERM FP = FINISHED PAD DIRECTION OF HDPE 0 N PIPE DRAINAGE 0Q 006 t -Q _ M J O ?� 0+ t_: O hN cooa MW N Z co Z O O Q 0 > Ix ' t- M NORTHAMPTON ° 103' I (li ; AVENUE i ' 2' r j 34' 34 9 1 11' 110' r t ' / 1 '1 6 o I U N m 60' ----� �_ I 1 1 \FL�9 0 —' + 0 s I I o ii i II + `�' 60' i I II Q 1 I _ �— --- _ _ 52 .03' I I II 103' �, li 24'11 34' 34' 1,, 10'I i 1-- �� IIS s' 50 I { II il� �� o J 0 � r O STOCKDALE RANCH �,o °M° DRIVE or_ a to Q SEE SHEET 5 00 o W o " r•.- J ,� HORIZONTAL: 1 =50 +�I z !' z VERTICAL: 1"=2' %_ < v-- W NEWBURY STREET IIcq_jp I—% _J I t- OQ I— F- Q J J� NOTE: ALL WALLS ON THIS 06z 00 M W SHEET TO BE y Zz 00 O ZQ Ll 0 CONSTR + UCTED WITH ..........o ................... PHASE 1 360 ........::...::........ ...................360 TOW=359.17 ' ................... I' 358:...:.. ' ................................. 358 Lo .... ..... ................... w I. W 356 ....... " z :356 .............. 1 w ,. I. .... ........... 354 :...:.. :354 FIN/SHED GRADE PRbf/LE - _ :FR -352.9 . (STREET S/DE) i . 1 F/N/SHED GRADE PROFILE (FINISHED PADS) :352 352:.......x:...... r- — ; ES/GN FL OWL/NE PROF/LE .............. 0=351: .............. 350 ................. 52 IFt.:...................:350 10+00 11+00 12+00 WEST . BLOCK WALL PROFILE It N J p J M06 9k a:� +: P. 00 M0 Q'3 M W cn z za o � a� M r----- ,_ 360 ........ ...... • T W=359. 3 ..................... 360 ..... ................... 358:...:... I I ,. w .......... ................... V) ' 356 356........' W. ,. V co, ,. 00. 354:....... \ :354 53.5 FINISHED GRADE PROFILE j — _— (S TRE FP=3EET SIDE) : is - - \: • �.................. 1 FIN/SHED GRADE PROF/LE - 352 - - _ - i (FINISHED PADS) v ...... 352 DES/GN FL OWL/NE PROF/LE . . . . . . . . . . . OF= -3 :17 _ ""�-' . . . . . . . . . . . . . 0 350:...:...:... 52vt.....:...:...:...:...'350 10+00 11+00 12+00 EAST BLOCK WALL PROFILE poQ J .I 0 O a 06 STOCKDALE RANCH "010- Z DRIVE 0 a co SEE SHEET 51� + 24' II 103' 1 10 i 1 34' 34' 11'110" ' 12' 6'I 1" J J Q 06 o© n w ii 1 it 1 \� \ --1 51.-- 11 Ij Mr � � II o+00.00 ,iso M c II I 1 II < �--' / / ,� x51.99 --- II 103' (� 24' 11 34' 34' 111 10 i Intl-I�- � I o � 0a Q tt- `M..O QD a r- + OQ A. L'71 JJT_ i I I 12+OO.Op 1 60'— —� I I 1 c I \ I I I NORTHAMPTON AVENUE HORIZONTAL: 1"=50' VERTICAL: 1"=2' KINGSBRIDGE STREET 11 o J� ` O + � J 00 0 06_a� MW v J Z M O 0 0 a 06 v1 0 r r------. i . . . . . . . .,. . TOW=358.50 • 358........1 :...:...:...: '358 356:....... F. ..... ................... ................... 354 ........ �:.�. �..... ...................354 FIN/SHED GRADE PRofILE I ' Co. (STREET S/DE) 352....... ' \. I . . FF'=351.9 . . . . . . . . . 352 F/N/SHED GRADE PROF/LE . (FIN/SHED PADS) 1 ................ L----- �S/GN FLOWLINE PROFKE 350 ... ` ..... ---_:. TOF=349.83. 350 0 . . . . . . . . . . . �- — I. . . . . . . . . . . . . . . . . 10+00 11+00 12+00 WEST BLOCK WALL PROFILE OQI.L a4 a4 Xr3_j 03 03 O �+ J oz o0 Z MWz -.W M W o3CJ'�Mf) M 060- 06 o 0 + M ++ + .......... ............... ........ ..... .I... .. .I................. i' iTOW--358.50 358:...:. TOW=35:7.83 .................. 358 ...... ................... 356........ Lo'- :356 I. w ,. W I. . . . . . ,. W ,. W 354' V) I - o - ..... °.. • . .. . . . . . . . . . . . . . . ..:354 co — -00 F/N/SHED GRADE PROFILE 1' • • • ' ' ' • . • • • • • • (STREET SID£) 352 ........ .... :. .352 1 FP=351. FIN/SHED GRADE PROFILE (F/N/SHED PADS) -�_. . . . . . . . . . . . . . . . 350:...:...: TOFr349.83. :350 : : DES/GN FLOWL/NE PROF/LE I--521LFt- -'-�. . . . . . . . 10+00 11+00 12+00 EAST BLOCK WALL PROFILE MQ O.I. N 007 M9 m n M I ( N 82 1 I � \ 0 11NQ J C-4 c00� v;g w N Z N M 1 \%--JLZ4'-- ---_-� �----- 60' M iv N 12 11+75.44 �----- 60' M N 1 0 1 1 � i 0 51 I O 00 SUNNINGHILL �M J AVENUE M' C6+ +'- c� Nimr STOCKDALE RANCH DRIVE SEE SHEET 7 I I 103' Iii I I I 24', i 34 34' 11'110' I 11 If i j < <,\o 11 I I t 14+00.44 1 I ({ tx I II 103 i1 11 i i 24' 34' 34' ill 10' I 111 ' I 0 J' O Q M N +a C-4,_ -i V_ < HORIZONTAL: 1"=50' VERTICAL: 1"=2' AMBLESIDE COURT N J II NJ om- .- _ M LLi. tJ Q � 3 N OZ 0+ 00W O a 1- co hN v w Lh N Z 00 N Q f > Ix O v- 0 . I... ................. TOW=358.50 358:...:...:.. -----, - ......... .. .358 I ..... .. ...:............ 356:.......... :356 ........... ...... .1-.:i............ w I :0 354............ ° 1 I • °°00 W J FIN/SHED. GRADE PROF/LE : (A 11 . (F/N/SHED PADS) .. ..., ........... 352* .......... .. --� :...:...:352 r P=351:8 ' F/N/SHED GRADE PROF/LE .� .� ,(STREET SIDE) 'I .. . . . . . . . . . . . 350:...:...:. of=350.5 — :350 _ . TO 349.8 p7FES/GN FL OWL/N£• PROFILE 11 76 LF1..................... 12+00 13+00 14+00 W1111BLOCK IIWALL PROFILE fl-pn< I�-rQ o:N3 o cq O p~ W W Mm v�0 M 04 Q d0 N N M t- TOW=358.50 358:...:...:.. -- .358 I a ............ 356'...:...... . :356 a.......... I ... W a w. �........... . 0 = , 354........ .. 00 :354 . .w........... ui : V) i FIN/SHED: GRADE PROF/LE ., . (FINISHED PADS) . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . 352......... _ FP=352.1— — — — --�- — .352 FINISHED GRADE PROFILE (STREET SIDE) TOF=35 .50 -"�' 350 ..... _:..F.....;.. ....2 .--- ...... ----'. ' 350 DESIGN FLOKINF • PROFILE ...7$LF...................... 12+00 13+00 14+00 EAST BLOCK WALL PROFILE 45- 0u - E20LL $ W O m J ZU%w w�wlQ W J S z w 2 �J1-'U r -4.Z L 1. mww ix Co u0�o w�z� SwF-3�zmw�� w20w=w�U �Q �ZZU0co 4J� c�az oZrw �ow w vim zzO OOM if ww3>0at-,= = T T o�z uiF�aZ�QO�m 003.QUmozo54 v zoawiwoV> Qf-O%O=rUQ=a o oEa0mw Uy8zw~QUQOrj "z m3azzz� m wg0 zIx2 Zw 21 Ln owco.�oa�x►z- ¢vi= •rwwm�o z o z w= 4 W Q Q ww � g w w wm w O m �z�miC°aai O}vwi►-c9�O��w m W Q0 W w,=j ZO>In QwwvowZ�w>-w ;tX230KFF8 1wrQi L0 L0 N M O 3 0 11) C) N r N i N DATE 3/24/2015 N PA JOB No. 14-2772 SHEET 0 a E i N �; OF 12 SHEETS V Z _ M .,,... z � :T o WW 0w E r W M f > Ix O v- 0 co) N X U) 'L a Z Y Q W m N ,..mac W N M W Z N O LL N UJI Z W co)M ,r ,.,. N C) co 0 N 0 CL G\NE.ER # b °D cn 4 M 0 � 3 U w �b��S/931 ♦c 5•��` z 0w `\� w J � LL W u. w w = a Z z w U co > U. a LCL- a a G\NE.ER # b °D cn 4 M 0 � 3 U w �b��S/931 ♦c 5•��` z 0w Ir NOT S: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. a ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. 4.30' m cn SEE DETAIL 12 FOR TYPICAL PILASTER DETAIL. LEGEND z N = THIS SHEET R/W = RIGHT OF WAY AP = ANGLE POINT TOF = TOP OF FOOTING BC = BEGIN CURVE CTR = CENTER CL = CENTERLINE TOW = TOP OF WALL CONC = CONCRETE RETG = RETAINING CONST = CONSTRUCTION MAX = MAXIMUM EC = END CURVE MIN = MINIMUM FTG = FOOTING CLR = CLEAR GB = GRADE BREAK WL = WALL STATION LS = LANDSCAPE TOB = TOP OF BERM FP = FINISHED PAD DIRECTION OF HDPE Q PIPE DRAINAGE I J 3 v ELnJ0 < 0 CURVE RADIUS LENGTH a TANGENT U z o 56.54' o a 5 u 4.30' m cn ~ 5.00' z o to II II ILJI 0 0 w to Q 0 0000 o6 0 366 u')zm aon za. . .a . . . . 7 ��LL II 11 II II LJI r o z r � z Q V = I 1 w N N C) WZ N (o � to N SEE DETAIL I+ STAGGER BLOCKS 10 I 3¢ GRAHAM PEAK I DIVE I I vn' ;n' 1 41 CURVE TABLE ELnJ0 < 0 CURVE RADIUS LENGTH DELTA TANGENT C1 92.50' 101.49' 62'51'57" 56.54' C2 24.50' 8.52' 19'5511" 4.30' C3 469.50' 10.01' 0113'16" 5.00' I I 29 t 30 I ELLA JANE I WAY - - -----I - Y 11+�04117 11+39.39 M N 12 10.00' NOTE: PROPOSED BLOCK WALL EAST OF THIS POINT SHALL BE DONE UNDER SEPARATE BUILDING PERMIT (NOT A PART OF THESE PLANS) / O b /I co c6 oo�U.O N ++Oo+ +- Q Q KCWA O\ OdOT_ V_ ' UZ p SUMP''ayswmwa IIZ----------------- \\y —/ jam._...._-------------------�-------- ` - — — — — — — — — — — — — — — — — — — — — — — — - 1 >— IDENTICAL POINT I MID-SETION LINE NOTE: STATION AND OFFSETS ARE TO BACK OF WALL (SUMP SIDE) 1 f, I aN0• PHASE 2 ' N SUMP LOT OJ GO 00 _j ELnJ0 < 0 MC9 14- 4 p w pw IL' A M 1i U) ♦04 ZO-j-W♦p.JJ co ,i04 J z o to II II ILJI NLo N m L --J r ---i Irl a Q cn ? ;9 366 Qm . . za. . .a . . . . ....................................:.......:...:...:.......:....o do m ww p M - cn to ........................................................... w +. TOW=363.1 AT ANGLE POINT -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' LOT 40 �JJAR O #4 0 24" O.C. 9 Fo SUMP r QC, ti%K ?` FILL WITH GROUT TO TOP OF 6' BOUNDARY WALL. CUT BLOCK AS NECESSARY ABOVE TOP OF 6' BOUNDARY WALL. —C�C�CC SOUND WALL (HEIGHT VARIES) 24" MIN. LAP KCWA GROUT ALL CELLS (,?) AREA DETAIL 11V NO SCALE Q w Z 3 w cV M ON! U) Q � J co 0 04 z Z � O II II ILJI NLo N m L --J r ---i Irl a Q > V U CD a' I r -1 I 7 ��LL II 11 II II LJI o CD r � Z Y Q V = I 1 w N N C) WZ (o � I N STAGGER BLOCKS AT ANGLE POINT -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' LOT 40 �JJAR O #4 0 24" O.C. 9 Fo SUMP r QC, ti%K ?` FILL WITH GROUT TO TOP OF 6' BOUNDARY WALL. CUT BLOCK AS NECESSARY ABOVE TOP OF 6' BOUNDARY WALL. —C�C�CC SOUND WALL (HEIGHT VARIES) 24" MIN. LAP KCWA GROUT ALL CELLS (,?) AREA DETAIL 11V NO SCALE p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W. . . . . . . . . . . TOW=364.50 364.................................................................... :. :...:...:...:...:... :...:...:364 TOW=363.17 . to 0- 0 C7 to J to 0 to 0' U {I co U II N Urn . :�Q. . N~ :�Q otOD-~ . .off: a°4 . . . . . (6a..°01w��.°po0 . . . . . . . . . . . . .,n 0) co O Z d J 00 Q 00 4C rn o•+ TOW=362.50' 362:...:... :. ra ...:... 0°- :.. 0)a mQ: -a. ...:. : "'� : "'� :'`" :.. :... :. : :...:...:...:...:... :...:...:362 z 1w- cn z' N�' .. .. cn. a.toN ........ ..... ........ .... .... I.... ........ .ao. .... . 3 .... N cn. � p o ♦ ♦ W 360 360........: .... .......... . . ............ ..... .: .......... ............ TOW=358.50. .. ..:358 .:...:... :...:..... .... .......... 358:. ..:. ..: TOW=357.$3:. :. :...: I to TOW= 357.1 `- t........... •- - TOW=356.50 _ .�.� - TOW=355.83 356:...:...: . ....... .... ...... .....:TOW=355.83.:. .:..�.... ..... .. .......... ...................... ........... ......:...:356 354 354:...:...: �...:...o...:...:. :.. ............ ........ ........... ap O. : ........: .................. i....: ................... ............ ........ ........... 352:...:...: :... I :.0�.. I....... I ...........352 . FINISHED GRADE PROFILE r r` // (LOT, STREET KC WA SIDE) / TOF=351.83 . . . . . . . . . : : . . . . . . . . : : : . . . . . . .I TOF=351.17. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF=351.17' : . -- __ F/N/SHED GRADE PROF/LE (SUMP SIDE) / OF=350.50 350:...:...:TOF=350:50 :... :...:. :..... .............. .....: ............................... ...: ..........:350 ` TOF=349.83 OF=349.83 .... . I ......... .............. ......................... ........... . . . . . . . . . . . . . . . . . . . . . . . . . TOF=349.17 . . . . . . . . . . . . . . TOF=349.17- DES/G FLOKI E PRO E ' 348 ' .... ..... _..... . . . . . _ T . . . ... . . . . . . . . . . TOF=. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 348 ........... D. C ffCDBA ........ A 11 11 11 11 . . B 1B112 Lr 34.LFf 68.LFt 40 LFt 40 LEt 44 LFt. 30 )Ft 71 LFt 25 19 109 LFt 30 30 237 LFt 30 LFt. 346 .......................................................... . ......................... ... LFt................346 ............ 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SUMP LOT BLOCK WALL PROFILE --I Q STOCKDALE RANCH o 0 + a DRIVE o m M _ SEE SHEET 7 I - Ln ,- oc°0 a I I 103' 1p 111 I o —— T I r- -� i ' 24' 11 34' 34' 11 1o'.1 30' 1 30' 1 ♦52 et`' ' 11 20' 1 200' 1 , ± I — I s � (03 zi z 1 'I 60� cv w 12 i 10+00.00 12+25.0 I MboS`7 a � 103' 69I1IIII 30' 30' 'I �I11j I 1IjN11I1 i1''jjt, !ill1 13`1120' 20' 0 O J24' 24' II 34' 34' 111 10' Q06 o6 i� 1 11# SUNNINGHILL to 3:: 01*a i 11 �► ;, AVENUEtZ, o r pwp — � Q TO BE CONSTRUCTED WITH PHASE 1 PADDINGTON STREET O?' OZ OZ O— b+ -:z MW MW O a— Om, O� ��E; Ln to m 00 Q .+ +. dr' O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW=358.50 `-358358 .................... .. ....: ...I...:...:... I ....................... ..... ............... I I 356.. .................. .. .......... rte.............. 356 w I 00 354.* ...:...:...:...... . ...... �.�...:...:...:354 I f/N/SHEL3 GRADE PROF/LE (F11V HED PADS) .. ...i ..... . 352 •� - � :352 ....................._ . M=351.8 - !.l , .......... . IN, SHED: GRADE PROF/LE (STREET$IDE% . . . . . . . . . . . . . . . . ` � 350: .................. T_oF=35.. ... .........:350 D DOES/GN FL OkgllVE PROFILE 11 77• LFt . . . . . 10+00 11+00 12+00 WEST BLOCK WALL PROFILE J0 (I 0 J J J I'� ..oOJJ O O Z d' Oz 0— 0♦Z1..: MW Ma 0, a VWW Bm 0� `� N0 co Q r- + ♦ d� O-t ........... . . . . . . . . . . . . . . . . . . ..- . _ . . . . I I 358 ..........:.......:.. ...Tow=357.83 ... :... ; ............ 358 l ............................. .............. E 356:...:...:...........1............356 I w , ._ �... .......:354:::.....o.w 354 V F F!N/SHf-0 GRAD4- PROFILE co I (FIN/,SHED PADS) . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . 3526............. ................ ... .........:352 _ FP=351.7 / I r — i FIN/SHED' GRADE PROFILE l (STREET SIDE) 350 ........:............ �TOFS35o.50 .........:350 -*,\ 'J* - 40VQ_ 11 DES/GN FLOWLINE PROFILE 37 LFt 10+00 11+00 12+00 EAST BLOCK WALL PROFILE L paLL Q m0co z wow¢ awim=Zw5►�+ Quo w0.'J�7ZaZ zj CCco=w ��>tocoP zwwor-c�21im,zww w�= cnx�zm w=~oW=W��3LL ZF-U~�aOLLa�= wga8g6V 0 w ?' vi w a00- d �o~ca)Vz0~w ��$UZQmwC� CnWXWUf6 z0 0O%(,2 0: 0p a wwd66)wx rr w>zaj.&W2 iFloow_ w 0 o� a"3: w w z a a 0�-Zaggw _JrOz>o o�Zw it azaF w>prq T U W L - Z W Q O O LL-zw'iitLzgwou� 4m QQUcw 0 `nW zaixzwwo n 4_j 8twoFF' jw Lu C9u>wxLz<tQOp Vizor>9. 22`u �wo�dw=wpm w m U�`-ZQm wwZ w �a ='xzD F -r -oar -0.x¢2 i HORIZONTAL: 1"=50' VERTICAL: 1"=2' d Q w Z u� w cV M ON! U) Ci � J co W 04 z F --o N NLo N Q d a Q > V U CD a' 0 7 ��LL o CD O Z Y Q ...........:...:...:...:0..........:366 ...: ..................... Z (1) O p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W. . . . . . . . . . . TOW=364.50 364.................................................................... :. :...:...:...:...:... :...:...:364 TOW=363.17 . to 0- 0 C7 to J to 0 to 0' U {I co U II N Urn . :�Q. . N~ :�Q otOD-~ . .off: a°4 . . . . . (6a..°01w��.°po0 . . . . . . . . . . . . .,n 0) co O Z d J 00 Q 00 4C rn o•+ TOW=362.50' 362:...:... :. ra ...:... 0°- :.. 0)a mQ: -a. ...:. : "'� : "'� :'`" :.. :... :. : :...:...:...:...:... :...:...:362 z 1w- cn z' N�' .. .. cn. a.toN ........ ..... ........ .... .... I.... ........ .ao. .... . 3 .... N cn. � p o ♦ ♦ W 360 360........: .... .......... . . ............ ..... .: .......... ............ TOW=358.50. .. ..:358 .:...:... :...:..... .... .......... 358:. ..:. ..: TOW=357.$3:. :. :...: I to TOW= 357.1 `- t........... •- - TOW=356.50 _ .�.� - TOW=355.83 356:...:...: . ....... .... ...... .....:TOW=355.83.:. .:..�.... ..... .. .......... ...................... ........... ......:...:356 354 354:...:...: �...:...o...:...:. :.. ............ ........ ........... ap O. : ........: .................. i....: ................... ............ ........ ........... 352:...:...: :... I :.0�.. I....... I ...........352 . FINISHED GRADE PROFILE r r` // (LOT, STREET KC WA SIDE) / TOF=351.83 . . . . . . . . . : : . . . . . . . . : : : . . . . . . .I TOF=351.17. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF=351.17' : . -- __ F/N/SHED GRADE PROF/LE (SUMP SIDE) / OF=350.50 350:...:...:TOF=350:50 :... :...:. :..... .............. .....: ............................... ...: ..........:350 ` TOF=349.83 OF=349.83 .... . I ......... .............. ......................... ........... . . . . . . . . . . . . . . . . . . . . . . . . . TOF=349.17 . . . . . . . . . . . . . . TOF=349.17- DES/G FLOKI E PRO E ' 348 ' .... ..... _..... . . . . . _ T . . . ... . . . . . . . . . . TOF=. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 348 ........... D. C ffCDBA ........ A 11 11 11 11 . . B 1B112 Lr 34.LFf 68.LFt 40 LFt 40 LEt 44 LFt. 30 )Ft 71 LFt 25 19 109 LFt 30 30 237 LFt 30 LFt. 346 .......................................................... . ......................... ... LFt................346 ............ 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SUMP LOT BLOCK WALL PROFILE --I Q STOCKDALE RANCH o 0 + a DRIVE o m M _ SEE SHEET 7 I - Ln ,- oc°0 a I I 103' 1p 111 I o —— T I r- -� i ' 24' 11 34' 34' 11 1o'.1 30' 1 30' 1 ♦52 et`' ' 11 20' 1 200' 1 , ± I — I s � (03 zi z 1 'I 60� cv w 12 i 10+00.00 12+25.0 I MboS`7 a � 103' 69I1IIII 30' 30' 'I �I11j I 1IjN11I1 i1''jjt, !ill1 13`1120' 20' 0 O J24' 24' II 34' 34' 111 10' Q06 o6 i� 1 11# SUNNINGHILL to 3:: 01*a i 11 �► ;, AVENUEtZ, o r pwp — � Q TO BE CONSTRUCTED WITH PHASE 1 PADDINGTON STREET O?' OZ OZ O— b+ -:z MW MW O a— Om, O� ��E; Ln to m 00 Q .+ +. dr' O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW=358.50 `-358358 .................... .. ....: ...I...:...:... I ....................... ..... ............... I I 356.. .................. .. .......... rte.............. 356 w I 00 354.* ...:...:...:...... . ...... �.�...:...:...:354 I f/N/SHEL3 GRADE PROF/LE (F11V HED PADS) .. ...i ..... . 352 •� - � :352 ....................._ . M=351.8 - !.l , .......... . IN, SHED: GRADE PROF/LE (STREET$IDE% . . . . . . . . . . . . . . . . ` � 350: .................. T_oF=35.. ... .........:350 D DOES/GN FL OkgllVE PROFILE 11 77• LFt . . . . . 10+00 11+00 12+00 WEST BLOCK WALL PROFILE J0 (I 0 J J J I'� ..oOJJ O O Z d' Oz 0— 0♦Z1..: MW Ma 0, a VWW Bm 0� `� N0 co Q r- + ♦ d� O-t ........... . . . . . . . . . . . . . . . . . . ..- . _ . . . . I I 358 ..........:.......:.. ...Tow=357.83 ... :... ; ............ 358 l ............................. .............. E 356:...:...:...........1............356 I w , ._ �... .......:354:::.....o.w 354 V F F!N/SHf-0 GRAD4- PROFILE co I (FIN/,SHED PADS) . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . 3526............. ................ ... .........:352 _ FP=351.7 / I r — i FIN/SHED' GRADE PROFILE l (STREET SIDE) 350 ........:............ �TOFS35o.50 .........:350 -*,\ 'J* - 40VQ_ 11 DES/GN FLOWLINE PROFILE 37 LFt 10+00 11+00 12+00 EAST BLOCK WALL PROFILE L paLL Q m0co z wow¢ awim=Zw5►�+ Quo w0.'J�7ZaZ zj CCco=w ��>tocoP zwwor-c�21im,zww w�= cnx�zm w=~oW=W��3LL ZF-U~�aOLLa�= wga8g6V 0 w ?' vi w a00- d �o~ca)Vz0~w ��$UZQmwC� CnWXWUf6 z0 0O%(,2 0: 0p a wwd66)wx rr w>zaj.&W2 iFloow_ w 0 o� a"3: w w z a a 0�-Zaggw _JrOz>o o�Zw it azaF w>prq T U W L - Z W Q O O LL-zw'iitLzgwou� 4m QQUcw 0 `nW zaixzwwo n 4_j 8twoFF' jw Lu C9u>wxLz<tQOp Vizor>9. 22`u �wo�dw=wpm w m U�`-ZQm wwZ w �a ='xzD F -r -oar -0.x¢2 i HORIZONTAL: 1"=50' VERTICAL: 1"=2' d � w Z e - O w M ry U) C/) m W O z L `- �0 F --o N Q cl I Q > V U CD a' 0 7 ��LL o CD Z Y Q w mN W .. co Z (1) O a to N W �v 04 to WZ (o N Fw- 0 w \\ic W w a 0 J m ?j w w w 11J w w LLL a �o a 00 cn � U d Q� 19321 N DATE 3/24/2015 PA JOB No. 14-2772 SHEET E 0 E N N a y OF 12 SHEETS � w Z w ry U) w co �0 w O Q (DZ Z Q a' o z_ o N DATE 3/24/2015 PA JOB No. 14-2772 SHEET E 0 E N N a y OF 12 SHEETS Z 0 w N DATE 3/24/2015 PA JOB No. 14-2772 SHEET E 0 E N N a y OF 12 SHEETS LS STREET SIDE w LL LL 00 STREET SIDE LS p a v o w o cn PL TRACT 7240 PL TRACT 7240 W W W Z W z j LS BRICK LEGEND(SEE ON SHEET 11S I Z Z ~ > m '_ M co a_tz z� BRICK CAP SEE MATERIALS w x a z 0 w w x o rn `o STREET SIDE ) o��oz J0c;U t� PL TRACT 7240 STREET SIDE LS z w w U 4 a a o W Z E 7 LEGEND ON SHEET 11 � w 2 ~ `` wcxx�-�u�x�zm 0 � L TRACT 7240 tV #4 CONT. TYP. #4 CONT. TYP. z F LL x W M BRICK CAP (SEE MATERIALS BRICK CAP (SEE MATERIALS � Q' j z z o 0 0 Q > U c LEGEND ON SHEET 11) w LEGEND ON SHEET 11) a o 0 o w U 0 w ¢O�xF=� xWz U -p Co #4 CONT. 0 viw�wwZ�mzo L_ LL #4 CON ¢&63'm�ozmw Q :� Q 32 O.C. ® 32" O.C. 690o%oo°oa �_ wwywwUn=xw ? c0 , CiIa0��WZZo < m N w #4 ®32"O.C• #4 ® 24"O.C. 6 LL z Z' - m W u M o ^ C7 w0 C7 po31¢�waOa� � Z p O woo w �UpO L` ¢W'o9W'u- (� C/) Cy (nJ_I 0> �O I _ w ZapWaWi~i�pzQ W z N M D m� CTR. I m W M to CTR. o O o a z ►s- w> �� W r- ^ O Q (0o (o Q � � © (o <Q vtx-zw§1<'cwi.2z C> O 0— 1. 6:LzuZ � O X_ z �- z w W U p LL CV Q w W O W O" � O"X" vaiw QaUcwaz`p0 e- #4 CONT. TYP. #4 CONT. TYP. o 00 Q cn I w LJ > N i w °D .- x cn_ 00 w o> [Kwx I I I I z��}0¢irwx (L D com eco I o 00 0(o p0 � vi�� wQ�O o_x O o x O Q oz zw1; a C)_00o0 z Opp_ _z O O sZ= �wxXLLw :2 x 00 co 4 @ 32 O.C. I ► w`�p�z?n0°avai L X p" # w:° #4 24 O.C. co oavwivzZ�w Y 00 #4 CONT. CSD 32 O.C. �woWzIOpam 0 ov v #4 CONT. ®32 O.C. ��=o�wzD `- o t - i- pay--UptY¢� m *FG *FG S �� -1 MORTAR FILLET MORTAR FILLET SLIGHT BEND z SLIGHT BEND z F *FG * - z 4 0 32 O.C. 4 OMIT HEAD f z z r F�/ z �- w 0j # WATERPROOF 00 w V) (Do # 24 O. C, WATERPROOF OMIT HEAD D cn "X . z o w JOINTS ® FG CTR' w O - JOINTS ®FG --CTR. - O CTR. SURFACE TO FG I _x _i z m " SURFACE TO FG I o It 04 o 0- " *FG I � o � * � � 0 o � Y � OMIT HEAD FILTER FABRIC Q o o °X° v � CTR. N x � f a _, FG x o w o JOINTS ® FG 1 CUBIC FT OF cn 0 0D `r JO�NTIT HEADS ®FG FILTER FABRIC o a o `� W ' Q o ``� o -� �_ *FG GRAVEL PER "� `` _ *FG 1 CUBIC FT OF w LL m T � FOOT OF WALL 0 m FOOT OFGRAVEL ER ~ d ALTERNATE : d � o � : ° ALTERNATE �� w #4 CONT. TYP. a. LEGS o ° d °. " a . O Z d I #4 CONT. TYP. a- LEGS o d. ° ALTERNATE - d ° . o- } (3 TOTAL) ��A ° ° -I 4 : ` o d : ° ALTERNATE z Z d d (3 TOTAL) d. d -..-- •_ �- # CONT. TYP. ° 1 LEGS ^I #4 CONT. TYP. a LEGS O w d (3 TOTAL) _ IV.--� r (3 TOTAL) j 0 w `� 3" CLR. d .,. �L W o U w �-- 3" CLR. I-- d MATERIALS LEGEND 0 1 Q I U- a n a TYP. 9» 1, _ 6» o a TYP. » » a a 3 CLR. { --- 3" CLR. �--- BLOCK: 1 -0 1 -9 v >_ TYP. 9" 1'-9" TYP » 6X8 X16 SPLIT FACE 2'-3" ;� - ~ O o 1 -0 2 -0 � 4 COLOR: SANDSTONE G�NEER 2 -9 *HIGH SIDE FG VARIES 2'-6» _ * HIGH SIDE FG VARIES >. MANUFACTURER: DESERT BLOCK CO. b� M NOTE: 3 _O p ** REPLACE WITH STANDARD PRECISION HIDE FG VARIES a�' � °0 NOTE: BLOCK WHERE HIDDEN. co M 1 *HIGH SIDE FG VARIES * H{GSOMIT GRAVEL BACKFILL AND FILTER FABRIC OMIT GRAVEL BACKFILL AND FILTER FABRIC GROUT: 'n "> > FOR LESS THAN 2'-0" OF RETAINING. FOR LESS THAN 2'-0" OF RETAINING. ' » TBD BY OWNER/DEVELOPER o� v V A 6'-8" OR 7'-4" WALL 6'-8" OR 7'-4" WALL 8'-0" OR 8'-8" WALL 8 —0 OR 8 —8 WALL CAP: ay a �, MID—SECTION N.T.S.END—SECTION N.T.S. "xs" PACIFIC CLAY BRICK °�s MID—SECTION N.T.S."T•s ^' END—SECTION "•T s' COLOR: MERLOT TUMBLED /�3a * S LS LS 4"x8" PACIFIC CLAY BRICK STREET SIDE PL TRACT 7240 STREET SIDE PL TRACT 7240 COLOR: MERLOT TUMBLED LS GROUT: TBD BY OWNER/DEVELOPER STREET SIDE RUNNINGBOND PL TRACT 7240 2" BLOCK CAP STREET SIDE PL TRACT 7240 2" BLOCK CAP ' 2" BLOCK CAP 2" BLOCK CAP #4 CONT. ® 32" O.C. #4 CONT. @ 32" O.C. #4 CONT. ®32" O.C. #4 CONT. ®32" O.C. Z � Q W J< 4 ® 32" 0. C. » w # #4 ©24 O.C. .� < UJ 0 o i w 0 w Y w 00 " > 00 w o ^ O O C7 (n m 0 o N -j O> V) 0 00 4 CONT. TYP. �` Y w w I m w m I o N. ui mcfl # oo w000 #4 CONT. TYP. ow ��� (�a U) -00 �Q ��1 1CL J Of I m X m (o I >O p x co z (N V_ ��.1 O i TRACT 7240 2" BLOCK CAP PL 6" KCWA m d V) I `o rr U) x N � co 0-- U Y U L, O O m #5 0 32"0. C. MORTAR N u 00 I N I I (3) #4 REBAR PER #4 CONT. CSD 24" TYP PILASTER CMU BLOCK PER I (IN 12" BLOCK) U) °d z I CONT. REBAR PER I (IN LA x I cr 00 v U'° d F- J a Q`r ra- Z CTR. I I - i - I - I dwo W W w X O cv Y 0 w CTR. LO o p M co #5 @ 32"0. C. M Z#5 G\NEER �� * b/ cp Y 0 24"O.C. m :2 I FG i I00 o FG WALL DETAIL T--------- , wxw" ' -,<wmw �r V of ---____� �_xm 00 p �d�1s/93?l 00 FG °. d d d - ALTERNATE #4 CONT. TYP. _ ° °.. ° LEGS (4 TOTAL) d a ���: l Q d co #3 TIES 0 24" o.c. 3" CLR. TYP. ° ° ° ALTERNATE #4 CONT. TYP. c ° N LEGS (4 TOTAL) ~ a *-:_ 3'-6" A 12'-8" OR 13'-4" SOUND WALL MID—SECTION N.T.S. Q' ui cIQ (3) #4 REBAR EA. ° #4 VERT. REBAR �I (6 TOTAL) CMU BLOCK PER WAY ®PILASTER WALL DETAIL FTG. REINFORCEMENT �� PER WALL DETAIL 4- ---..---1___ - � ____�-__- - � I I I CONT. REBAR PER I J WALL DETAIL - 0 < ,J -- --- I I � Q LS/PL - - - - - - - LS/ � � � UJ VERT. REBAR PER PL o WALL DETAIL - I d CE PILASTER I N BRICK VENEER (SEE MATERIALS LEGEND ON SHEET 11) 1 1 f 6"x8"x16" #3 TIES ® 24" o.c. BLOCK o 1 0 1 0 2'-4" (6"x8"x16" BLOCK & 6"x8"x12" BLOCK) MONUMENT WALL PILASTER MID—SECTION N.T.S. TRACT 7240 2" BLOCK PL 6" KCWA rm #5 0 24"O.C. MORTAR FILLET N FTG. REINFORCEMENT PER WALL DETAIL (3) #4 REBAR EA. = J CONT. REBAR PER Ln Q WALL DETAIL I ►`t- LS/PL �wo VERT. REBAR PER_____77 WALL DETAIL----r---- BRICK VENEER (SEE MATERIALS - LEGEND ON SHEET 11) #3 TIES @ 24" o.c.• [e7 10 3/4"C-1 6"x8"x12" BLOCK) d' I 1n O 00 I N r-� i--- BLOCK ca J MONUMENT WALL PILASTER CORNER N.T.S. PILASTER 0 FTG. REINFORCEMENT I (3) #4 REBAR PER WALL DETAIL (4 TOTAL) PILASTER CMU BLOCK PER #4 CONT. @ 24" TYP WALL DETAIL I CONT. REBAR PER I (IN 12" BLOCK) U'° d F- J a Q`r ra- Z I - - - -' I I - i - I - I dwo W W w w X I 0'co M w CTR. w ^X .i 0 C14 co a U. w Lo LL- Z#5 G\NEER �� * b/ cp Y 0 24"O.C. m :2 I i I00 o WALL DETAIL T--------- , > W d �� ow dy �r V of ---____� �_xm 00 p �d�1s/93?l FG I # FG BRICK VENEER (SEE MATERIALS r I LEGEND ON SHEET 11) i co #3 TIES 0 24" o.c. ° ° ° ALTERNATE #4 CONT. TYP. c ° N LEGS (4 TOTAL) a *-:_ -- :f -f .d 3" CLR. a TYP. I 3'-3"— 1'-0" 2'-9" 4'_3" 113-Nl OR 13'-4" SOUND WALL ^' MID—SECTION N.T.S. FTG. REINFORCEMENT PER WALL DETAIL (3) #4 REBAR EA. = J CONT. REBAR PER Ln Q WALL DETAIL I ►`t- LS/PL �wo VERT. REBAR PER_____77 WALL DETAIL----r---- BRICK VENEER (SEE MATERIALS - LEGEND ON SHEET 11) #3 TIES @ 24" o.c.• [e7 10 3/4"C-1 6"x8"x12" BLOCK) d' I 1n O 00 I N r-� i--- BLOCK ca J MONUMENT WALL PILASTER CORNER N.T.S. PILASTER 0 FTG. REINFORCEMENT #4 VERT. REBAR (3) #4 REBAR PER WALL DETAIL (4 TOTAL) PILASTER CMU BLOCK PER 0 WALL DETAIL CONT. REBAR PER I I I (r FW- I I I F- J a Q`r ra- WALL DETAIL I LS/PL I - - - -' I I - i - I - I dwo W W w � w w w LS/PL a U. w G\NEER �� * b/ cp Y VERT. REBAR PER I I i I00 o WALL DETAIL T--------- , > W d �� ow dy V of ---____� �_xm 00 p �d�1s/93?l SSP I # BRICK VENEER (SEE MATERIALS r I LEGEND ON SHEET 11) i #3 TIES 0 24" o.c. l- FT #4 REBAR @9" 8"x8"x16" 9" FTG. BUMP OUT BLOCK NOTE: PILASTERS SHALL BE 50' O.C. OR EVENLY SPACED BETWEEN FULL PILASTERS TYPICAL WALL PILASTER n+ N.T.S. t.4 _1a Ya U paUO wOcn W W nu w71— mmWZ�WQ�o Q.; z6►=� ZaZ wmZc')Owm�o oz�u�iC60 vo �uwj �wZQ wmOW=wtA�u' ZHU�Wow2u�.9'm �aOp�zU�u0 w pza—v���'�m-o 6W V&22166 zO zom% 0-gK w Q�=oZW�ooW Qo~a��ocn►=°° W w z z C]�oguJow Q08 zwOw�pwcQ.�►_00 ZpwWwu.,a�za O. z m O Z U Q Q la zaf-w pU 0x:0WHZw<0w wZ?a�a0Zzv wa��'iQa�wUUSm0 Q J O U 0 4 p to Q U > J C9v�wm�zQQ0 �ZQ�=>Ll 0� dpWC0� wQpLLZ>w05 mQu=i Q w W W U> m Z x w iE W 0 w 1- F am U p a Z Q'm U _ z M rn .(u 28 LU zE I— w M Q>�� 0 cn °' U) w "- Z Y cu < w mN W N co 06z o j) CZJ ti Z WW "' _ N to O co u� O 0 `y L i~1 t 0 n (r FW- � w 0 W W w � w w w w U. w G\NEER �� * b/ > W d �� ow dy V of 8r p �d�1s/93?l SSP # v U) Q w J J (n � a Q W J = 0 J � J a Q �o � YN0 0 Y m U 00 Q DATE 3/24/2015 PA JOB No. 14-2772 SHEET E O E N OF 12 SHEETS 0 DATE 3/24/2015 PA JOB No. 14-2772 SHEET E O E N OF 12 SHEETS